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Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
(19th MASE Symposium, 2022)
In the period of one year, several moderate intensity earthquakes occurred in the Balkan Peninsula. It is interesting that among four significant earthquakes in this period of time, two with the same magnitude (Mw 6.4) ...
The influence of exposure on wind flow characteristics around a high-rise building
(Editura Conspress, 2022)
This study uses validated Large-eddy simulations to investigate the impact of the building exposure on the flow field around the principal building placed in the turbulent atmospheric boundary layer. The prismatic 1:3 ...
An efficient beam-column element for nonlinear 3D frame analysis
(ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in, 2011)
A three-dimensional nonlinear beam-column element for the simulation of the global and local response of frames under monotonic and cyclic loading conditions is pre-sented. The element belongs to the group of concentrated ...
Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition
(3rd European Conference on Earthquake Engineering & Seismology, 2022)
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 ...
A Comparative Study of ML and FEM Models for the Prediction of Seismic Structural Behavior
(International Conference Natural Resources and Environmental Risks: Towards a Sustainable Future, Building of Branch of the Serbian Academy of Sciences and Arts in Novi Sad, Serbia, 2023)
During the last several decades, the finite element method (FEM) is the most commonly used numerical method for performing seismic structural analysis. It requires careful structural modeling, but also the adjustment of ...
Experimental investigation of interference effect of high-rise buildings for wind energy extraction
(Workshop: Tends and Challenges for Wind Energy Harvesting, 2015)
In order to increase wind energy harvesting from urban environment, the wind be- havior and the effect of the surrounding buildings needs to be fully understood. In this paper, wind tunnel experiments of the flow around a ...
Methodology of calculations for landslide stabilisation by piles
(Macedonian association forgeotechnics, 2022)
Klizišta u Srbiji, u najvećem broju slučajeva, jako zavise od geoloških uslova u terenu i svako klizište ima svoje specifičnosti koje moraju da se odrede geotehničkim istraživanjima. Stoga su u radu prvo prikazane osnovne ...
Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action
(WCEE, 2000)
This paper summarizes some of the results of a comprehensive theoretical investigation concerning the seismic response of ground supported liquid storage reservoirs. Dynamic properties of the fluid-shell interaction system ...
Experimental and Numerical investigations of Reinforced Concrete Frames with Masonry infills under combined in- and out-of-plane seismic loading
(16th European Conference on Earthquake Engineering, 2018)
It is well known that seismically loaded reinforced concrete frames with masonry infills exhibit an unfavourable behaviour which can lead to serious damages of the masonry infill panels and the surrounding reinforced ...
Damage reduction system for masonry infill walls under seismic loading
(ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete, 2018)
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 ...