TY  - CONF
AU  - Milijaš, Aleksa
AU  - Šakić, Bogdan
AU  - Marinković, Marko
AU  - Butenweg, Christoph
AU  - Gams, Matija
AU  - Klinkel, Sven
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3198
AB  - RC frames with masonry infills are a widespread construction form in seismically active regions. Under seismic loading, masonry infills are activated in in-plane direction due to the frame deformation. This leads to the complex frame-infill interaction which can cause the failure of masonry infills or whole RC frame structures. Therefore, the in-plane behaviour of in-filled RC frames was a subject of many research projects that aim to predict the seismic performance of infilled frame structures or prevent the damage in masonry infills. Among many parameters that affect seismic response of infilled frames, openings are recognized to play the most significant role as they can affect the stress fields and thus alter the failure mechanism of masonry infills. This paper presents results of the investigation of in-plane behaviour of masonry infilled RC frames with and without openings. In the study, experimental results are firstly presented, and they are afterwards used for validation of numerical model. Further, influence of different opening arrangements on in-plane response of infilled frames is studied in numerical simulations. Results of the study show that openings cause the extensive damage on masonry infills and thus lead to deterioration in in-plane behaviour of infilled RC frames. Additionally, the study reveals that even large openings affect the seismic response of infilled RC frames and that they cannot be easily neglected in design process, which makes the reliable prediction of the seismic response of infilled RC frames complicated. The study points at the urgency of development of innovative solutions that will be able to prevent the damage in masonry infills and simplify their seismic design.
C3  - COMPDYN 2023 - 9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 12-14 June 2023.
T1  - RC frames with masonry infills with and without openings: experimental and numerical results
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3198
ER  - 

@conference{
author = "Milijaš, Aleksa and Šakić, Bogdan and Marinković, Marko and Butenweg, Christoph and Gams, Matija and Klinkel, Sven",
year = "2023",
abstract = "RC frames with masonry infills are a widespread construction form in seismically active regions. Under seismic loading, masonry infills are activated in in-plane direction due to the frame deformation. This leads to the complex frame-infill interaction which can cause the failure of masonry infills or whole RC frame structures. Therefore, the in-plane behaviour of in-filled RC frames was a subject of many research projects that aim to predict the seismic performance of infilled frame structures or prevent the damage in masonry infills. Among many parameters that affect seismic response of infilled frames, openings are recognized to play the most significant role as they can affect the stress fields and thus alter the failure mechanism of masonry infills. This paper presents results of the investigation of in-plane behaviour of masonry infilled RC frames with and without openings. In the study, experimental results are firstly presented, and they are afterwards used for validation of numerical model. Further, influence of different opening arrangements on in-plane response of infilled frames is studied in numerical simulations. Results of the study show that openings cause the extensive damage on masonry infills and thus lead to deterioration in in-plane behaviour of infilled RC frames. Additionally, the study reveals that even large openings affect the seismic response of infilled RC frames and that they cannot be easily neglected in design process, which makes the reliable prediction of the seismic response of infilled RC frames complicated. The study points at the urgency of development of innovative solutions that will be able to prevent the damage in masonry infills and simplify their seismic design.",
journal = "COMPDYN 2023 - 9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 12-14 June 2023.",
title = "RC frames with masonry infills with and without openings: experimental and numerical results",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3198"
}

Milijaš, A., Šakić, B., Marinković, M., Butenweg, C., Gams, M.,& Klinkel, S.. (2023). RC frames with masonry infills with and without openings: experimental and numerical results. in COMPDYN 2023 - 9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 12-14 June 2023..
https://hdl.handle.net/21.15107/rcub_grafar_3198

Milijaš A, Šakić B, Marinković M, Butenweg C, Gams M, Klinkel S. RC frames with masonry infills with and without openings: experimental and numerical results. in COMPDYN 2023 - 9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 12-14 June 2023.. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3198 .

Milijaš, Aleksa, Šakić, Bogdan, Marinković, Marko, Butenweg, Christoph, Gams, Matija, Klinkel, Sven, "RC frames with masonry infills with and without openings: experimental and numerical results" in COMPDYN 2023 - 9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 12-14 June 2023. (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3198 .

TY  - JOUR
AU  - Tomić, Igor
AU  - Penna, Andrea
AU  - DeJong, Matthew
AU  - Butenweg, Christoph
AU  - Correia, Antonio
AU  - Candeias, Paulo Xavier
AU  - Senaldi, Ilaria
AU  - Guerrini, Gabriele
AU  - Malomo, Daniele
AU  - Wilding, Bastian
AU  - Pettinga, Didier
AU  - Spanenburg, Mark
AU  - Galanakis, N.
AU  - Oliver, S.
AU  - Parisse, Francesco
AU  - Marques, Rui
AU  - Cattari, Serena
AU  - Lourenco, Paulo
AU  - Galvez, Francisco
AU  - Dizhur, Dmytro
AU  - Ingham, Jason
AU  - Ramaglia, Giancarlo
AU  - Lignola, Gian Piero
AU  - Prota, Andrea
AU  - AlShawa, Omar
AU  - Liberatore, Domenico
AU  - Sorrentino, Luigi
AU  - Gagliardo, Raffaele
AU  - Godio, Michele
AU  - Portioli, Francesco
AU  - Landolfo, Raffaele
AU  - Solarino, Fabio
AU  - Bianchini, Nicoletta
AU  - Ciocci, Maria Pia
AU  - Romanazzi, Antonio
AU  - Asikoglu, Abide
AU  - D'Anna, Jennifer
AU  - Ramirez, Rafael
AU  - Romis, Federico
AU  - Marinković, Marko
AU  - Đorđević, Filip
AU  - Beyer, Katrin
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3060
AB  - City centres of Europe are often composed of unreinforced masonry structural aggregates, whose seismic response is challenging to predict. To advance the state of the art on the seismic response of these aggregates, the Adjacent Interacting Masonry Structures (AIMS) subproject from Horizon 2020 project Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe (SERA) provides shake-table test data of a two-unit, double-leaf stone masonry aggregate subjected to two horizontal components of dynamic excitation. A blind prediction was organized with participants from academia and industry to test modelling approaches and assumptions and to learn about the extent of uncertainty in modelling for such masonry aggregates. The participants were provided with the full set of material and geometrical data, construction details and original seismic input and asked to predict prior to the test the expected seismic response in terms of damage mechanisms, base-shear forces, and roof displacements. The modelling approaches used differ significantly in the level of detail and the modelling assumptions. This paper provides an overview of the adopted modelling approaches and their subsequent predictions. It further discusses the range of assumptions made when modelling masonry walls, floors and connections, and aims at discovering how the common solutions regarding modelling masonry in general, and masonry aggregates in particular, affect the results. The results are evaluated both in terms of damage mechanisms, base shear forces, displacements and interface openings in both directions, and then compared with the experimental results. The modelling approaches featuring Discrete Element Method (DEM) led to the best predictions in terms of displacements, while a submission using rigid block limit analysis led to the best prediction in terms of damage mechanisms. Large coefficients of variation of predicted displacements and general underestimation of displacements in comparison with experimental results, except for DEM models, highlight the need for further consensus building on suitable modelling assumptions for such masonry aggregates.
T2  - Bulletin of Earthquake Engineering
T1  - Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study
DO  - 10.1007/s10518-022-01582-x
ER  - 

@article{
author = "Tomić, Igor and Penna, Andrea and DeJong, Matthew and Butenweg, Christoph and Correia, Antonio and Candeias, Paulo Xavier and Senaldi, Ilaria and Guerrini, Gabriele and Malomo, Daniele and Wilding, Bastian and Pettinga, Didier and Spanenburg, Mark and Galanakis, N. and Oliver, S. and Parisse, Francesco and Marques, Rui and Cattari, Serena and Lourenco, Paulo and Galvez, Francisco and Dizhur, Dmytro and Ingham, Jason and Ramaglia, Giancarlo and Lignola, Gian Piero and Prota, Andrea and AlShawa, Omar and Liberatore, Domenico and Sorrentino, Luigi and Gagliardo, Raffaele and Godio, Michele and Portioli, Francesco and Landolfo, Raffaele and Solarino, Fabio and Bianchini, Nicoletta and Ciocci, Maria Pia and Romanazzi, Antonio and Asikoglu, Abide and D'Anna, Jennifer and Ramirez, Rafael and Romis, Federico and Marinković, Marko and Đorđević, Filip and Beyer, Katrin",
year = "2023",
abstract = "City centres of Europe are often composed of unreinforced masonry structural aggregates, whose seismic response is challenging to predict. To advance the state of the art on the seismic response of these aggregates, the Adjacent Interacting Masonry Structures (AIMS) subproject from Horizon 2020 project Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe (SERA) provides shake-table test data of a two-unit, double-leaf stone masonry aggregate subjected to two horizontal components of dynamic excitation. A blind prediction was organized with participants from academia and industry to test modelling approaches and assumptions and to learn about the extent of uncertainty in modelling for such masonry aggregates. The participants were provided with the full set of material and geometrical data, construction details and original seismic input and asked to predict prior to the test the expected seismic response in terms of damage mechanisms, base-shear forces, and roof displacements. The modelling approaches used differ significantly in the level of detail and the modelling assumptions. This paper provides an overview of the adopted modelling approaches and their subsequent predictions. It further discusses the range of assumptions made when modelling masonry walls, floors and connections, and aims at discovering how the common solutions regarding modelling masonry in general, and masonry aggregates in particular, affect the results. The results are evaluated both in terms of damage mechanisms, base shear forces, displacements and interface openings in both directions, and then compared with the experimental results. The modelling approaches featuring Discrete Element Method (DEM) led to the best predictions in terms of displacements, while a submission using rigid block limit analysis led to the best prediction in terms of damage mechanisms. Large coefficients of variation of predicted displacements and general underestimation of displacements in comparison with experimental results, except for DEM models, highlight the need for further consensus building on suitable modelling assumptions for such masonry aggregates.",
journal = "Bulletin of Earthquake Engineering",
title = "Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study",
doi = "10.1007/s10518-022-01582-x"
}

Tomić, I., Penna, A., DeJong, M., Butenweg, C., Correia, A., Candeias, P. X., Senaldi, I., Guerrini, G., Malomo, D., Wilding, B., Pettinga, D., Spanenburg, M., Galanakis, N., Oliver, S., Parisse, F., Marques, R., Cattari, S., Lourenco, P., Galvez, F., Dizhur, D., Ingham, J., Ramaglia, G., Lignola, G. P., Prota, A., AlShawa, O., Liberatore, D., Sorrentino, L., Gagliardo, R., Godio, M., Portioli, F., Landolfo, R., Solarino, F., Bianchini, N., Ciocci, M. P., Romanazzi, A., Asikoglu, A., D'Anna, J., Ramirez, R., Romis, F., Marinković, M., Đorđević, F.,& Beyer, K.. (2023). Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study. in Bulletin of Earthquake Engineering.
https://doi.org/10.1007/s10518-022-01582-x

Tomić I, Penna A, DeJong M, Butenweg C, Correia A, Candeias PX, Senaldi I, Guerrini G, Malomo D, Wilding B, Pettinga D, Spanenburg M, Galanakis N, Oliver S, Parisse F, Marques R, Cattari S, Lourenco P, Galvez F, Dizhur D, Ingham J, Ramaglia G, Lignola GP, Prota A, AlShawa O, Liberatore D, Sorrentino L, Gagliardo R, Godio M, Portioli F, Landolfo R, Solarino F, Bianchini N, Ciocci MP, Romanazzi A, Asikoglu A, D'Anna J, Ramirez R, Romis F, Marinković M, Đorđević F, Beyer K. Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study. in Bulletin of Earthquake Engineering. 2023;.
doi:10.1007/s10518-022-01582-x .

Tomić, Igor, Penna, Andrea, DeJong, Matthew, Butenweg, Christoph, Correia, Antonio, Candeias, Paulo Xavier, Senaldi, Ilaria, Guerrini, Gabriele, Malomo, Daniele, Wilding, Bastian, Pettinga, Didier, Spanenburg, Mark, Galanakis, N., Oliver, S., Parisse, Francesco, Marques, Rui, Cattari, Serena, Lourenco, Paulo, Galvez, Francisco, Dizhur, Dmytro, Ingham, Jason, Ramaglia, Giancarlo, Lignola, Gian Piero, Prota, Andrea, AlShawa, Omar, Liberatore, Domenico, Sorrentino, Luigi, Gagliardo, Raffaele, Godio, Michele, Portioli, Francesco, Landolfo, Raffaele, Solarino, Fabio, Bianchini, Nicoletta, Ciocci, Maria Pia, Romanazzi, Antonio, Asikoglu, Abide, D'Anna, Jennifer, Ramirez, Rafael, Romis, Federico, Marinković, Marko, Đorđević, Filip, Beyer, Katrin, "Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study" in Bulletin of Earthquake Engineering (2023),
https://doi.org/10.1007/s10518-022-01582-x . .

TY  - JOUR
AU  - Šakić, Bogdan
AU  - Marinković, Marko
AU  - Butenweg, Christoph
AU  - Klinkel, Sven
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2988
AB  - Severe damage of non-structural elements is noticed in previous earthquakes, causing high economic losses and posing a life threat for the people. Masonry partition walls are one of the most commonly used non-structural elements. Therefore, their behaviour under earthquake loading in out-of-plane (OOP) direction is investigated by several researches in the past years.  However, none of the existing experimental campaigns or analytical approaches consider the influence of prior slab deflection on OOP response of partition walls. Moreover, none of the existing construction techniques for the connection of partition walls with surrounding reinforced concrete (RC) is investigated for the combined slab deflection and OOP loading. However, the inevitable time-dependent behaviour of RC slabs leads to high values of final slab deflections which can further influence boundary conditions of partition walls. Therefore, a comprehensive study on the influence of slab deflection on the OOP capacity of masonry partitions is conducted. In the first step, experimental tests are carried out. Results of experimental tests are further used for the calibration of the numerical model employed for a parametric study. Based on the results, behaviour under combined loading for different construction techniques is explained. The results show that slab deflection leads either to severe damage or to a high reduction of OOP capacity. Existing practical solutions do not account for these effects. In this contribution, recommendations to overcome the problems of combined slab deflection and OOP loading on masonry partition walls are given. Possible interaction of in-plane (IP) loading, with the combined slab deflection and OOP loading on partition walls, is not investigated in this study.
T2  - Engineering Structures
T1  - Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls
VL  - 276
DO  - 10.1016/j.engstruct.2022.115342
ER  - 

@article{
author = "Šakić, Bogdan and Marinković, Marko and Butenweg, Christoph and Klinkel, Sven",
year = "2023",
abstract = "Severe damage of non-structural elements is noticed in previous earthquakes, causing high economic losses and posing a life threat for the people. Masonry partition walls are one of the most commonly used non-structural elements. Therefore, their behaviour under earthquake loading in out-of-plane (OOP) direction is investigated by several researches in the past years.  However, none of the existing experimental campaigns or analytical approaches consider the influence of prior slab deflection on OOP response of partition walls. Moreover, none of the existing construction techniques for the connection of partition walls with surrounding reinforced concrete (RC) is investigated for the combined slab deflection and OOP loading. However, the inevitable time-dependent behaviour of RC slabs leads to high values of final slab deflections which can further influence boundary conditions of partition walls. Therefore, a comprehensive study on the influence of slab deflection on the OOP capacity of masonry partitions is conducted. In the first step, experimental tests are carried out. Results of experimental tests are further used for the calibration of the numerical model employed for a parametric study. Based on the results, behaviour under combined loading for different construction techniques is explained. The results show that slab deflection leads either to severe damage or to a high reduction of OOP capacity. Existing practical solutions do not account for these effects. In this contribution, recommendations to overcome the problems of combined slab deflection and OOP loading on masonry partition walls are given. Possible interaction of in-plane (IP) loading, with the combined slab deflection and OOP loading on partition walls, is not investigated in this study.",
journal = "Engineering Structures",
title = "Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls",
volume = "276",
doi = "10.1016/j.engstruct.2022.115342"
}

Šakić, B., Marinković, M., Butenweg, C.,& Klinkel, S.. (2023). Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls. in Engineering Structures, 276.
https://doi.org/10.1016/j.engstruct.2022.115342

Šakić B, Marinković M, Butenweg C, Klinkel S. Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls. in Engineering Structures. 2023;276.
doi:10.1016/j.engstruct.2022.115342 .

Šakić, Bogdan, Marinković, Marko, Butenweg, Christoph, Klinkel, Sven, "Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls" in Engineering Structures, 276 (2023),
https://doi.org/10.1016/j.engstruct.2022.115342 . .

TY  - CONF
AU  - Tomić, Igor
AU  - Penna, Andrea
AU  - DeJong, Matthew
AU  - Butenweg, Christoph
AU  - Correia, Antonio
AU  - Candeias, Paulo Xavier
AU  - Senaldi, Ilaria
AU  - Guerrini, Gabriele
AU  - Malomo, Daniele
AU  - Wilding, Bastian
AU  - Pettinga, Didier
AU  - Spanenburg, Mark
AU  - Parisse, Francesco
AU  - Marques, Rui
AU  - Cattari, Serena
AU  - Lourenco, Paulo
AU  - Galvez, Francisco
AU  - Dizhur, Dmytro
AU  - Ingham, Jason
AU  - Ramaglia, Giancarlo
AU  - Lignola, Gian Piero
AU  - Prota, Andrea
AU  - AlShawa, Omar
AU  - Liberatore, Domenico
AU  - Sorrentino, Luigi
AU  - Gagliardo, Raffaele
AU  - Godio, Michele
AU  - Portioli, Francesco
AU  - Landolfo, Raffaele
AU  - Solarino, Fabio
AU  - Bianchini, Nicoletta
AU  - Ciocci, Maria Pia
AU  - Romanazzi, Antonio
AU  - Asikoglu, Abide
AU  - D'Anna, Jennifer
AU  - Ramirez, Rafael
AU  - Romis, Federico
AU  - Marinković, Marko
AU  - Đorđević, Filip
AU  - Beyer, Katrin
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2876
AB  - Across historical centres in Europe, stone masonry buildings form building aggregates that developed as the layout of the city or village was densified. In these aggregates, adjacent buildings can share structural walls with an older and a newer unit connected either by interlocking stones or by a layer of mortar. Observations after for example the recent Central Italy earthquakes showed that joints between the buildings were often the first elements to be damaged, leading to a complex interaction between the units. The analysis of such building aggregates is difficult due to the lack of guidelines, as the advances were impeded by the scarce experimental data. Therefore, the objective of the project AIMS (Seismic Testing of Adjacent Interacting Masonry Structures), included in the H2020 project SERA, was to provide such data by testing an aggregate of two double-leaf stone masonry buildings under two horizontal components of dynamic excitation. The test units were constructed at half-scale, with a two-storey building and a one-storey building. The buildings shared one common wall, while only a layer of mortar connected the façade walls. The floors were at different heights and had different beam orientations. Prior to the test, a blind prediction competition was organized with twelve participants from academia and industry that were provided with all the geometrical and material data, construction details, and the seismic input. The participants were asked to report results in terms of damage mechanisms, recorded displacements and base shear values. Results of the shake-table campaign are reported, together with a comparison with the blind predictions. Large scatter in terms of reported predictions highlights the impact of modelling uncertainties and the need for further tests.
C3  - 3rd European Conference on Earthquake Engineering & Seismology
T1  - Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2876
ER  - 

@conference{
author = "Tomić, Igor and Penna, Andrea and DeJong, Matthew and Butenweg, Christoph and Correia, Antonio and Candeias, Paulo Xavier and Senaldi, Ilaria and Guerrini, Gabriele and Malomo, Daniele and Wilding, Bastian and Pettinga, Didier and Spanenburg, Mark and Parisse, Francesco and Marques, Rui and Cattari, Serena and Lourenco, Paulo and Galvez, Francisco and Dizhur, Dmytro and Ingham, Jason and Ramaglia, Giancarlo and Lignola, Gian Piero and Prota, Andrea and AlShawa, Omar and Liberatore, Domenico and Sorrentino, Luigi and Gagliardo, Raffaele and Godio, Michele and Portioli, Francesco and Landolfo, Raffaele and Solarino, Fabio and Bianchini, Nicoletta and Ciocci, Maria Pia and Romanazzi, Antonio and Asikoglu, Abide and D'Anna, Jennifer and Ramirez, Rafael and Romis, Federico and Marinković, Marko and Đorđević, Filip and Beyer, Katrin",
year = "2022",
abstract = "Across historical centres in Europe, stone masonry buildings form building aggregates that developed as the layout of the city or village was densified. In these aggregates, adjacent buildings can share structural walls with an older and a newer unit connected either by interlocking stones or by a layer of mortar. Observations after for example the recent Central Italy earthquakes showed that joints between the buildings were often the first elements to be damaged, leading to a complex interaction between the units. The analysis of such building aggregates is difficult due to the lack of guidelines, as the advances were impeded by the scarce experimental data. Therefore, the objective of the project AIMS (Seismic Testing of Adjacent Interacting Masonry Structures), included in the H2020 project SERA, was to provide such data by testing an aggregate of two double-leaf stone masonry buildings under two horizontal components of dynamic excitation. The test units were constructed at half-scale, with a two-storey building and a one-storey building. The buildings shared one common wall, while only a layer of mortar connected the façade walls. The floors were at different heights and had different beam orientations. Prior to the test, a blind prediction competition was organized with twelve participants from academia and industry that were provided with all the geometrical and material data, construction details, and the seismic input. The participants were asked to report results in terms of damage mechanisms, recorded displacements and base shear values. Results of the shake-table campaign are reported, together with a comparison with the blind predictions. Large scatter in terms of reported predictions highlights the impact of modelling uncertainties and the need for further tests.",
journal = "3rd European Conference on Earthquake Engineering & Seismology",
title = "Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2876"
}

Tomić, I., Penna, A., DeJong, M., Butenweg, C., Correia, A., Candeias, P. X., Senaldi, I., Guerrini, G., Malomo, D., Wilding, B., Pettinga, D., Spanenburg, M., Parisse, F., Marques, R., Cattari, S., Lourenco, P., Galvez, F., Dizhur, D., Ingham, J., Ramaglia, G., Lignola, G. P., Prota, A., AlShawa, O., Liberatore, D., Sorrentino, L., Gagliardo, R., Godio, M., Portioli, F., Landolfo, R., Solarino, F., Bianchini, N., Ciocci, M. P., Romanazzi, A., Asikoglu, A., D'Anna, J., Ramirez, R., Romis, F., Marinković, M., Đorđević, F.,& Beyer, K.. (2022). Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition. in 3rd European Conference on Earthquake Engineering & Seismology.
https://hdl.handle.net/21.15107/rcub_grafar_2876

Tomić I, Penna A, DeJong M, Butenweg C, Correia A, Candeias PX, Senaldi I, Guerrini G, Malomo D, Wilding B, Pettinga D, Spanenburg M, Parisse F, Marques R, Cattari S, Lourenco P, Galvez F, Dizhur D, Ingham J, Ramaglia G, Lignola GP, Prota A, AlShawa O, Liberatore D, Sorrentino L, Gagliardo R, Godio M, Portioli F, Landolfo R, Solarino F, Bianchini N, Ciocci MP, Romanazzi A, Asikoglu A, D'Anna J, Ramirez R, Romis F, Marinković M, Đorđević F, Beyer K. Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition. in 3rd European Conference on Earthquake Engineering & Seismology. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2876 .

Tomić, Igor, Penna, Andrea, DeJong, Matthew, Butenweg, Christoph, Correia, Antonio, Candeias, Paulo Xavier, Senaldi, Ilaria, Guerrini, Gabriele, Malomo, Daniele, Wilding, Bastian, Pettinga, Didier, Spanenburg, Mark, Parisse, Francesco, Marques, Rui, Cattari, Serena, Lourenco, Paulo, Galvez, Francisco, Dizhur, Dmytro, Ingham, Jason, Ramaglia, Giancarlo, Lignola, Gian Piero, Prota, Andrea, AlShawa, Omar, Liberatore, Domenico, Sorrentino, Luigi, Gagliardo, Raffaele, Godio, Michele, Portioli, Francesco, Landolfo, Raffaele, Solarino, Fabio, Bianchini, Nicoletta, Ciocci, Maria Pia, Romanazzi, Antonio, Asikoglu, Abide, D'Anna, Jennifer, Ramirez, Rafael, Romis, Federico, Marinković, Marko, Đorđević, Filip, Beyer, Katrin, "Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition" in 3rd European Conference on Earthquake Engineering & Seismology (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2876 .

TY  - JOUR
AU  - Marinković, Marko
AU  - Butenweg, Christoph
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2466
AB  - Because of simple construction process, high energy efficiency, significant fire resistance and excellent sound isolation, masonry infilled reinforced concrete (RC) frame structures are very popular in most of the countries in the world, as well as in seismic active areas. However, many RC frame structures with masonry infills were seriously damaged during earthquake events, as the traditional infills are generally constructed with direct contact to the RC frame which brings undesirable infill/frame interaction. This interaction leads to the activation of the equivalent diagonal strut in the infill panel, due to the RC frame deformation, and combined with seismically induced loads perpendicular to the infill panel often causes total collapses of the masonry infills and heavy damages to the RC frames. This fact was the motivation for developing different approaches for improving the behaviour of masonry infills, where infill isolation (decoupling) from the frame has been more intensively studied in the last decade. In-plane isolation of the infill wall reduces infill activation, but causes the need for additional measures to restrain out-of-plane movements. This can be provided by installing steel anchors, as proposed by some researchers. Within the framework of European research project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings) the system based on a use of elastomers for in-plane decoupling and steel anchors for out-of-plane restrain was tested. This constructive solution was tested and deeply investigated during the experimental campaign where traditional and decoupled masonry infilled RC frames with anchors were subjected to separate and combined in-plane ‬and out-of-plane loading. Based on a detailed evaluation and comparison of the test results, the performance and effectiveness of the developed system are illustrated.
T2  - Construction and Building Materials
T1  - Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading
VL  - 318
DO  - 10.1016/j.conbuildmat.2021.126041
ER  - 

@article{
author = "Marinković, Marko and Butenweg, Christoph",
year = "2022",
abstract = "Because of simple construction process, high energy efficiency, significant fire resistance and excellent sound isolation, masonry infilled reinforced concrete (RC) frame structures are very popular in most of the countries in the world, as well as in seismic active areas. However, many RC frame structures with masonry infills were seriously damaged during earthquake events, as the traditional infills are generally constructed with direct contact to the RC frame which brings undesirable infill/frame interaction. This interaction leads to the activation of the equivalent diagonal strut in the infill panel, due to the RC frame deformation, and combined with seismically induced loads perpendicular to the infill panel often causes total collapses of the masonry infills and heavy damages to the RC frames. This fact was the motivation for developing different approaches for improving the behaviour of masonry infills, where infill isolation (decoupling) from the frame has been more intensively studied in the last decade. In-plane isolation of the infill wall reduces infill activation, but causes the need for additional measures to restrain out-of-plane movements. This can be provided by installing steel anchors, as proposed by some researchers. Within the framework of European research project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings) the system based on a use of elastomers for in-plane decoupling and steel anchors for out-of-plane restrain was tested. This constructive solution was tested and deeply investigated during the experimental campaign where traditional and decoupled masonry infilled RC frames with anchors were subjected to separate and combined in-plane ‬and out-of-plane loading. Based on a detailed evaluation and comparison of the test results, the performance and effectiveness of the developed system are illustrated.",
journal = "Construction and Building Materials",
title = "Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading",
volume = "318",
doi = "10.1016/j.conbuildmat.2021.126041"
}

Marinković, M.,& Butenweg, C.. (2022). Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading. in Construction and Building Materials, 318.
https://doi.org/10.1016/j.conbuildmat.2021.126041

Marinković M, Butenweg C. Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading. in Construction and Building Materials. 2022;318.
doi:10.1016/j.conbuildmat.2021.126041 .

Marinković, Marko, Butenweg, Christoph, "Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading" in Construction and Building Materials, 318 (2022),
https://doi.org/10.1016/j.conbuildmat.2021.126041 . .

TY  - JOUR
AU  - Marinković, Marko
AU  - Butenweg, Christoph
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2783
AB  - Damage of reinforced concrete (RC) frames with masonry infill walls has been observed after many earthquakes. Brittle behaviour of the masonry infills in combination with the ductile behaviour of the RC frames makes infill walls prone to damage during earthquakes. Interstory deformations lead to an interaction between the infill and the RC frame, which affects the structural response. The result of this interaction is significant damage to the infill wall and sometimes to the surrounding structural system too. In most design codes, infill walls are considered as non-structural elements and neglected in the design process, because taking into account the infills and considering the interaction between frame and infill in software packages can be complicated and impractical. A good way to avoid negative aspects arising from this behavior is to ensure no or low-interaction of the frame and infill wall, for instance by decoupling the infill from the frame. This paper presents the numerical study performed to investigate new connection system called INODIS (Innovative Decoupled Infill System) for decoupling infill walls from surrounding frame with the aim to postpone infill activation to high interstory drifts thus reducing infill/frame interaction and minimizing damage to both infills and frames. The experimental results are first used for calibration and validation of the numerical model, which is then employed for investigating the influence of the material parameters as well as infill’s and frame’s geometry on the in-plane behaviour of the infilled frames with the INODIS system. For all the investigated situations, simulation results show significant improvements in behaviour for decoupled infilled RC frames in comparison to the traditionally infilled frames.
T2  - Engineering Structures
T1  - Numerical analysis of the in-plane behaviour of decoupled masonry infilled RC frames
VL  - 272
DO  - 10.1016/j.engstruct.2022.114959
ER  - 

@article{
author = "Marinković, Marko and Butenweg, Christoph",
year = "2022",
abstract = "Damage of reinforced concrete (RC) frames with masonry infill walls has been observed after many earthquakes. Brittle behaviour of the masonry infills in combination with the ductile behaviour of the RC frames makes infill walls prone to damage during earthquakes. Interstory deformations lead to an interaction between the infill and the RC frame, which affects the structural response. The result of this interaction is significant damage to the infill wall and sometimes to the surrounding structural system too. In most design codes, infill walls are considered as non-structural elements and neglected in the design process, because taking into account the infills and considering the interaction between frame and infill in software packages can be complicated and impractical. A good way to avoid negative aspects arising from this behavior is to ensure no or low-interaction of the frame and infill wall, for instance by decoupling the infill from the frame. This paper presents the numerical study performed to investigate new connection system called INODIS (Innovative Decoupled Infill System) for decoupling infill walls from surrounding frame with the aim to postpone infill activation to high interstory drifts thus reducing infill/frame interaction and minimizing damage to both infills and frames. The experimental results are first used for calibration and validation of the numerical model, which is then employed for investigating the influence of the material parameters as well as infill’s and frame’s geometry on the in-plane behaviour of the infilled frames with the INODIS system. For all the investigated situations, simulation results show significant improvements in behaviour for decoupled infilled RC frames in comparison to the traditionally infilled frames.",
journal = "Engineering Structures",
title = "Numerical analysis of the in-plane behaviour of decoupled masonry infilled RC frames",
volume = "272",
doi = "10.1016/j.engstruct.2022.114959"
}

Marinković, M.,& Butenweg, C.. (2022). Numerical analysis of the in-plane behaviour of decoupled masonry infilled RC frames. in Engineering Structures, 272.
https://doi.org/10.1016/j.engstruct.2022.114959

Marinković M, Butenweg C. Numerical analysis of the in-plane behaviour of decoupled masonry infilled RC frames. in Engineering Structures. 2022;272.
doi:10.1016/j.engstruct.2022.114959 .

Marinković, Marko, Butenweg, Christoph, "Numerical analysis of the in-plane behaviour of decoupled masonry infilled RC frames" in Engineering Structures, 272 (2022),
https://doi.org/10.1016/j.engstruct.2022.114959 . .

TY  - JOUR
AU  - Butenweg, Christoph
AU  - Bursi, Oreste
AU  - Paolacci, Fabrizio
AU  - Marinković, Marko
AU  - Lanese, Igor
AU  - Nardin, Chiara
AU  - Quinci, Gianluca
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2370
AB  - Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of process equipment and multiple and simultaneous release of hazardous substances. Nonetheless, current standards for seismic design of industrial facilities are considered inadequate to guarantee proper safety conditions against exceptional events entailing loss of containment and related consequences. On these premises, the SPIF project -Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities- was proposed within the framework of the European H2020 SERA funding scheme. In detail, the objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial multi-storey frame structure equipped with complex process components by means of shaking table tests. Along this main vein and in a performance-based design perspective, the issues investigated in depth are the interaction between a primary moment resisting frame (MRF) steel structure and secondary process components that influence the performance of the whole system; and a proper check of floor spectra predictions. The evaluation of experimental data clearly shows a favourable performance of the MRF structure, some weaknesses of local details due to the interaction between floor crossbeams and process components and, finally, the overconservatism of current design standards w.r.t. floor spectra predictions.
T2  - Engineering Structures
T1  - Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing
VL  - 243
DO  - 10.1016/j.engstruct.2021.112681
ER  - 

@article{
author = "Butenweg, Christoph and Bursi, Oreste and Paolacci, Fabrizio and Marinković, Marko and Lanese, Igor and Nardin, Chiara and Quinci, Gianluca",
year = "2021",
abstract = "Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of process equipment and multiple and simultaneous release of hazardous substances. Nonetheless, current standards for seismic design of industrial facilities are considered inadequate to guarantee proper safety conditions against exceptional events entailing loss of containment and related consequences. On these premises, the SPIF project -Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities- was proposed within the framework of the European H2020 SERA funding scheme. In detail, the objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial multi-storey frame structure equipped with complex process components by means of shaking table tests. Along this main vein and in a performance-based design perspective, the issues investigated in depth are the interaction between a primary moment resisting frame (MRF) steel structure and secondary process components that influence the performance of the whole system; and a proper check of floor spectra predictions. The evaluation of experimental data clearly shows a favourable performance of the MRF structure, some weaknesses of local details due to the interaction between floor crossbeams and process components and, finally, the overconservatism of current design standards w.r.t. floor spectra predictions.",
journal = "Engineering Structures",
title = "Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing",
volume = "243",
doi = "10.1016/j.engstruct.2021.112681"
}

Butenweg, C., Bursi, O., Paolacci, F., Marinković, M., Lanese, I., Nardin, C.,& Quinci, G.. (2021). Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing. in Engineering Structures, 243.
https://doi.org/10.1016/j.engstruct.2021.112681

Butenweg C, Bursi O, Paolacci F, Marinković M, Lanese I, Nardin C, Quinci G. Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing. in Engineering Structures. 2021;243.
doi:10.1016/j.engstruct.2021.112681 .

Butenweg, Christoph, Bursi, Oreste, Paolacci, Fabrizio, Marinković, Marko, Lanese, Igor, Nardin, Chiara, Quinci, Gianluca, "Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing" in Engineering Structures, 243 (2021),
https://doi.org/10.1016/j.engstruct.2021.112681 . .

TY  - CONF
AU  - Milijaš, Aleksa
AU  - Šakić, Bogdan
AU  - Marinković, Marko
AU  - Butenweg, Christoph
AU  - Klinkel, Sven
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2475
AB  - Masonry infills are commonly used as exterior or interior walls in reinforced concrete (RC) frame structures and they can be encountered all over the world, including earthquake prone regions. Since the middle of the 20th century the behaviour of these non-structural elements under seismic loading has been studied in numerous experimental campaigns. However, most of the studies were carried out by means of in-plane tests, while there is a lack of out-of-plane experimental investigations. In this paper, the out-of-plane tests carried out on full scale masonry infilled frames are described. The results of the out-of-plane tests are presented in terms of force-displacement curves and measured out-of-plane displacements. Finally, the reliability of existing analytical approaches developed to estimate the out-of-plane strength of masonry infills is examined on presented experimental results.
C3  - COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
T1  - Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2475
ER  - 

@conference{
author = "Milijaš, Aleksa and Šakić, Bogdan and Marinković, Marko and Butenweg, Christoph and Klinkel, Sven",
year = "2021",
abstract = "Masonry infills are commonly used as exterior or interior walls in reinforced concrete (RC) frame structures and they can be encountered all over the world, including earthquake prone regions. Since the middle of the 20th century the behaviour of these non-structural elements under seismic loading has been studied in numerous experimental campaigns. However, most of the studies were carried out by means of in-plane tests, while there is a lack of out-of-plane experimental investigations. In this paper, the out-of-plane tests carried out on full scale masonry infilled frames are described. The results of the out-of-plane tests are presented in terms of force-displacement curves and measured out-of-plane displacements. Finally, the reliability of existing analytical approaches developed to estimate the out-of-plane strength of masonry infills is examined on presented experimental results.",
journal = "COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering",
title = "Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2475"
}

Milijaš, A., Šakić, B., Marinković, M., Butenweg, C.,& Klinkel, S.. (2021). Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading. in COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2475

Milijaš A, Šakić B, Marinković M, Butenweg C, Klinkel S. Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading. in COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2475 .

Milijaš, Aleksa, Šakić, Bogdan, Marinković, Marko, Butenweg, Christoph, Klinkel, Sven, "Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading" in COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2475 .

TY  - CONF
AU  - Marinković, Marko
AU  - Butenweg, Christoph
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2188
AB  - Masonry is used in many buildings not only for load-bearing walls, but also for non-load-bearing enclosure elements in the form of infill walls. Many studies confirmed that infill walls interact with the surrounding reinforced concrete frame, thus changing dynamic characteristics of the structure. Consequently, masonry infills cannot be neglected in the design process. However, although the relevant standards contain requirements for infill walls, they do not describe how these requirements are to be met concretely. This leads in practice to the fact that the infill walls are neither dimensioned nor constructed correctly. The evidence of this fact is confirmed by the recent earthquakes, which have led to enormous damages, sometimes followed by the total collapse of buildings and loss of human lives. Recently, the increasing effort has been dedicated to the approach of decoupling of masonry infills from the frame elements by introducing the gap in between. This helps in removing the interaction between infills and frame, but raises the question of out-of-plane stability of the panel. This paper presents the results of the experimental campaign showing the out-of-plane behavior of masonry infills decoupled with the system called INODIS (Innovative decoupled infill system), developed within the European project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings). Full scale specimens were subjected to the different loading conditions and combinations of in-plane and out-of-plane loading. Out-of-plane capacity of the masonry infills with the INODIS system is compared with traditionally constructed infills, showing that INODIS system provides reliable out-of-plane connection under various loading conditions. In contrast, traditional infills performed very poor in the case of combined and simultaneously applied in-plane and out-of-plane loading, experiencing brittle behavior under small in-plane drifts followed by high out-of-plane displacements. Decoupled infills with the INODIS system have remained stable under out-of-plane loads, even after reaching high in-plane drifts and being damaged.
C3  - 17th World Conference on Earthquake Engineering
T1  - Out-of-plane behavior of decoupled masonry infills under seismic loading
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2188
ER  - 

@conference{
author = "Marinković, Marko and Butenweg, Christoph",
year = "2020",
abstract = "Masonry is used in many buildings not only for load-bearing walls, but also for non-load-bearing enclosure elements in the form of infill walls. Many studies confirmed that infill walls interact with the surrounding reinforced concrete frame, thus changing dynamic characteristics of the structure. Consequently, masonry infills cannot be neglected in the design process. However, although the relevant standards contain requirements for infill walls, they do not describe how these requirements are to be met concretely. This leads in practice to the fact that the infill walls are neither dimensioned nor constructed correctly. The evidence of this fact is confirmed by the recent earthquakes, which have led to enormous damages, sometimes followed by the total collapse of buildings and loss of human lives. Recently, the increasing effort has been dedicated to the approach of decoupling of masonry infills from the frame elements by introducing the gap in between. This helps in removing the interaction between infills and frame, but raises the question of out-of-plane stability of the panel. This paper presents the results of the experimental campaign showing the out-of-plane behavior of masonry infills decoupled with the system called INODIS (Innovative decoupled infill system), developed within the European project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced Concrete Buildings). Full scale specimens were subjected to the different loading conditions and combinations of in-plane and out-of-plane loading. Out-of-plane capacity of the masonry infills with the INODIS system is compared with traditionally constructed infills, showing that INODIS system provides reliable out-of-plane connection under various loading conditions. In contrast, traditional infills performed very poor in the case of combined and simultaneously applied in-plane and out-of-plane loading, experiencing brittle behavior under small in-plane drifts followed by high out-of-plane displacements. Decoupled infills with the INODIS system have remained stable under out-of-plane loads, even after reaching high in-plane drifts and being damaged.",
journal = "17th World Conference on Earthquake Engineering",
title = "Out-of-plane behavior of decoupled masonry infills under seismic loading",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2188"
}

Marinković, M.,& Butenweg, C.. (2020). Out-of-plane behavior of decoupled masonry infills under seismic loading. in 17th World Conference on Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2188

Marinković M, Butenweg C. Out-of-plane behavior of decoupled masonry infills under seismic loading. in 17th World Conference on Earthquake Engineering. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2188 .

Marinković, Marko, Butenweg, Christoph, "Out-of-plane behavior of decoupled masonry infills under seismic loading" in 17th World Conference on Earthquake Engineering (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2188 .

TY  - CONF
AU  - Butenweg, Christoph
AU  - Marinković, Marko
AU  - Pavese, Alberto
AU  - Lanese, Igor
AU  - Parisi, Ernesto
AU  - Hoffmeister, Benno
AU  - Pinkawa, Marius
AU  - Vulcu, Christian
AU  - Bursi, Oreste
AU  - Nardin, Chiara
AU  - Paolacci, Fabrizio
AU  - Quinci, Gianluca
AU  - Fragiadakis, Michalis
AU  - Weber, Felix
AU  - Huber, Peter
AU  - Renault, Philippe
AU  - Gündel, Max
AU  - Dyke, Shirley
AU  - Ciuccu, M.
AU  - Marino, A.
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2234
AB  - Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, SPIF project (Seismic Performance of Multi- Component Systems in Special Risk Industrial Facilities) was proposed within the framework of the European H2020 - SERA funding scheme (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behavior of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behavior of the test structure and installations is investigated with and without base isolation. Furthermore, both firmly anchored and isolated components are taken into account to compare their dynamic behavior and interactions with each other. Artificial and synthetic ground motions are applied to study the seismic response at different PGA levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the numerical simulations to calibrate the tests on the prototype, the experimental setup of the investigated structure and installations, selected measurement data and finally describes preliminary experimental results.
C3  - 17th World Conference on Earthquake Engineering
T1  - Seismic performance of multiple-component systems in special risk industrial facilities
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2234
ER  - 

@conference{
author = "Butenweg, Christoph and Marinković, Marko and Pavese, Alberto and Lanese, Igor and Parisi, Ernesto and Hoffmeister, Benno and Pinkawa, Marius and Vulcu, Christian and Bursi, Oreste and Nardin, Chiara and Paolacci, Fabrizio and Quinci, Gianluca and Fragiadakis, Michalis and Weber, Felix and Huber, Peter and Renault, Philippe and Gündel, Max and Dyke, Shirley and Ciuccu, M. and Marino, A.",
year = "2020",
abstract = "Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, SPIF project (Seismic Performance of Multi- Component Systems in Special Risk Industrial Facilities) was proposed within the framework of the European H2020 - SERA funding scheme (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behavior of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behavior of the test structure and installations is investigated with and without base isolation. Furthermore, both firmly anchored and isolated components are taken into account to compare their dynamic behavior and interactions with each other. Artificial and synthetic ground motions are applied to study the seismic response at different PGA levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the numerical simulations to calibrate the tests on the prototype, the experimental setup of the investigated structure and installations, selected measurement data and finally describes preliminary experimental results.",
journal = "17th World Conference on Earthquake Engineering",
title = "Seismic performance of multiple-component systems in special risk industrial facilities",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2234"
}

Butenweg, C., Marinković, M., Pavese, A., Lanese, I., Parisi, E., Hoffmeister, B., Pinkawa, M., Vulcu, C., Bursi, O., Nardin, C., Paolacci, F., Quinci, G., Fragiadakis, M., Weber, F., Huber, P., Renault, P., Gündel, M., Dyke, S., Ciuccu, M.,& Marino, A.. (2020). Seismic performance of multiple-component systems in special risk industrial facilities. in 17th World Conference on Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2234

Butenweg C, Marinković M, Pavese A, Lanese I, Parisi E, Hoffmeister B, Pinkawa M, Vulcu C, Bursi O, Nardin C, Paolacci F, Quinci G, Fragiadakis M, Weber F, Huber P, Renault P, Gündel M, Dyke S, Ciuccu M, Marino A. Seismic performance of multiple-component systems in special risk industrial facilities. in 17th World Conference on Earthquake Engineering. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2234 .

Butenweg, Christoph, Marinković, Marko, Pavese, Alberto, Lanese, Igor, Parisi, Ernesto, Hoffmeister, Benno, Pinkawa, Marius, Vulcu, Christian, Bursi, Oreste, Nardin, Chiara, Paolacci, Fabrizio, Quinci, Gianluca, Fragiadakis, Michalis, Weber, Felix, Huber, Peter, Renault, Philippe, Gündel, Max, Dyke, Shirley, Ciuccu, M., Marino, A., "Seismic performance of multiple-component systems in special risk industrial facilities" in 17th World Conference on Earthquake Engineering (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2234 .

TY  - CONF
AU  - Marinković, Marko
AU  - Butenweg, Christoph
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2192
AB  - Masonry infill walls are commonly used in reinforced concrete (RC) frame structures, also in seismically active areas, although they often experience serious damage during earthquakes. One of the main reasons for their poor behaviour is the connection to the frame, which is usually constructed using mortar. This paper describes the novel solution for infill/frame connection based on application of elastomeric material between them. The system called INODIS (Innovative Decoupled Infill System) has the aim to postpone the activation of infill in in-plane direction and at the same time to provide sufficient out-of-plane support. First, experimental tests on infilled frame specimens are presented and the comparison of the re-sults between traditionally infilled frames and infilled frames with the INODIS system are given. The results are then used for calibration and validation of numerical model, which can be further employed for investigating the influence of some material parameters on the behav-iour of infilled frames with the INODIS system.
C3  - COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
T1  - Experimental and Numerical analysis of RC Frames with decoupled masonry infills
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2192
ER  - 

@conference{
author = "Marinković, Marko and Butenweg, Christoph",
year = "2019",
abstract = "Masonry infill walls are commonly used in reinforced concrete (RC) frame structures, also in seismically active areas, although they often experience serious damage during earthquakes. One of the main reasons for their poor behaviour is the connection to the frame, which is usually constructed using mortar. This paper describes the novel solution for infill/frame connection based on application of elastomeric material between them. The system called INODIS (Innovative Decoupled Infill System) has the aim to postpone the activation of infill in in-plane direction and at the same time to provide sufficient out-of-plane support. First, experimental tests on infilled frame specimens are presented and the comparison of the re-sults between traditionally infilled frames and infilled frames with the INODIS system are given. The results are then used for calibration and validation of numerical model, which can be further employed for investigating the influence of some material parameters on the behav-iour of infilled frames with the INODIS system.",
journal = "COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering",
title = "Experimental and Numerical analysis of RC Frames with decoupled masonry infills",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2192"
}

Marinković, M.,& Butenweg, C.. (2019). Experimental and Numerical analysis of RC Frames with decoupled masonry infills. in COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2192

Marinković M, Butenweg C. Experimental and Numerical analysis of RC Frames with decoupled masonry infills. in COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. 2019;.
https://hdl.handle.net/21.15107/rcub_grafar_2192 .

Marinković, Marko, Butenweg, Christoph, "Experimental and Numerical analysis of RC Frames with decoupled masonry infills" in COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2192 .

TY  - CONF
AU  - Butenweg, Christoph
AU  - Marinković, Marko
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2194
AB  - Reinforced concrete (RC) frames with masonry infills are frequently used in seismic regions all
over the world. Generally masonry infills are considered as nonstructural elements and thus are
typically neglected in the design process. However, the observations made after strong earthquakes
have shown that masonry infills can modify the dynamic behavior of the structure significantly.
The consequences were total collapses of buildings and loss of human lives. This paper
presents the new system INODIS (Innovative Decoupled Infill System) developed within the European
research project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures
in RC Buildings). INODIS decouples the frame and the masonry infill by means of special
U-shaped rubbers placed in between frame and infill. The effectiveness of the system was investigated
by means of full scale tests on RC frames with masonry infills subjected to in-plane and
out-of-plane loading. Furthermore small specimen tests were conducted to determine material
characteristics of the components and the resistances of the connections. Finally, a micromodel
was developed to simulate the in-plane behavior of RC frames infilled with AAC blocks with and
without installation of the INODIS system.
C3  - ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete
T1  - Damage reduction system for masonry infill walls under seismic loading
VL  - 2
DO  - 10.1002/cepa.863
ER  - 

@conference{
author = "Butenweg, Christoph and Marinković, Marko",
year = "2018",
abstract = "Reinforced concrete (RC) frames with masonry infills are frequently used in seismic regions all
over the world. Generally masonry infills are considered as nonstructural elements and thus are
typically neglected in the design process. However, the observations made after strong earthquakes
have shown that masonry infills can modify the dynamic behavior of the structure significantly.
The consequences were total collapses of buildings and loss of human lives. This paper
presents the new system INODIS (Innovative Decoupled Infill System) developed within the European
research project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures
in RC Buildings). INODIS decouples the frame and the masonry infill by means of special
U-shaped rubbers placed in between frame and infill. The effectiveness of the system was investigated
by means of full scale tests on RC frames with masonry infills subjected to in-plane and
out-of-plane loading. Furthermore small specimen tests were conducted to determine material
characteristics of the components and the resistances of the connections. Finally, a micromodel
was developed to simulate the in-plane behavior of RC frames infilled with AAC blocks with and
without installation of the INODIS system.",
journal = "ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete",
title = "Damage reduction system for masonry infill walls under seismic loading",
volume = "2",
doi = "10.1002/cepa.863"
}

Butenweg, C.,& Marinković, M.. (2018). Damage reduction system for masonry infill walls under seismic loading. in ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete, 2.
https://doi.org/10.1002/cepa.863

Butenweg C, Marinković M. Damage reduction system for masonry infill walls under seismic loading. in ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete. 2018;2.
doi:10.1002/cepa.863 .

Butenweg, Christoph, Marinković, Marko, "Damage reduction system for masonry infill walls under seismic loading" in ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete, 2 (2018),
https://doi.org/10.1002/cepa.863 . .