TY  - THES
AU  - Petronijević, Predrag M.
PY  - 2017
UR  - http://eteze.ni.ac.rs/application/showtheses?thesesId=5785
UR  - https://fedorani.ni.ac.rs/fedora/get/o:1454/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70052&RID=533948310
UR  - http://nardus.mpn.gov.rs/123456789/9492
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1691
AB  - This dissertation contains analysis of reinforced concrete (RC) walls performance under seismic loading. Limit states, ductility and energy indicators of RC walls behavior are examined, along with their failure mechanisms. Sources of theoretical and experimental research of RC walls behavior under static load and load that simulates seismic action are thoroughly and critically examined. Proposal of a nonlinear mathematical model of RC walls behavior under cyclic load was provided, as well as a simplified model suitable for practical analysis Results of analysis are verified by the available experimental research. Nonlinear numerical models of RC walls are used in this study for simulation of seismic action impact on the multi-storey buildings in dual structural systems. Using adequate (here developed or modified) numerical model provides information about the parameters required for proper behavior of RC walls in concrete structures. Based on the proposed model, building structures of various layouts, heights and arrangement of RC walls were analyzed. The analysis was performed using nonlinear methods: static nonlinear (push-over) method and dynamic method which integrates motion equation (time-history method). Storey drift, maximum inter-storey drift and acceleration of ceilings are comparatively analyzed, as criteria for assessment of seismic performances, due to their direct influence on the damage of structural and nonstructural elements.
PB  - Универзитет у Нишу, Грађевинско-архитектонски факултет
T2  - Универзитет у Нишу
T1  - Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima
UR  - https://hdl.handle.net/21.15107/rcub_nardus_9492
ER  - 

@phdthesis{
author = "Petronijević, Predrag M.",
year = "2017",
abstract = "This dissertation contains analysis of reinforced concrete (RC) walls performance under seismic loading. Limit states, ductility and energy indicators of RC walls behavior are examined, along with their failure mechanisms. Sources of theoretical and experimental research of RC walls behavior under static load and load that simulates seismic action are thoroughly and critically examined. Proposal of a nonlinear mathematical model of RC walls behavior under cyclic load was provided, as well as a simplified model suitable for practical analysis Results of analysis are verified by the available experimental research. Nonlinear numerical models of RC walls are used in this study for simulation of seismic action impact on the multi-storey buildings in dual structural systems. Using adequate (here developed or modified) numerical model provides information about the parameters required for proper behavior of RC walls in concrete structures. Based on the proposed model, building structures of various layouts, heights and arrangement of RC walls were analyzed. The analysis was performed using nonlinear methods: static nonlinear (push-over) method and dynamic method which integrates motion equation (time-history method). Storey drift, maximum inter-storey drift and acceleration of ceilings are comparatively analyzed, as criteria for assessment of seismic performances, due to their direct influence on the damage of structural and nonstructural elements.",
publisher = "Универзитет у Нишу, Грађевинско-архитектонски факултет",
journal = "Универзитет у Нишу",
title = "Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima",
url = "https://hdl.handle.net/21.15107/rcub_nardus_9492"
}

Petronijević, P. M.. (2017). Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima. in Универзитет у Нишу
Универзитет у Нишу, Грађевинско-архитектонски факултет..
https://hdl.handle.net/21.15107/rcub_nardus_9492

Petronijević PM. Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima. in Универзитет у Нишу. 2017;.
https://hdl.handle.net/21.15107/rcub_nardus_9492 .

Petronijević, Predrag M., "Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima" in Универзитет у Нишу (2017),
https://hdl.handle.net/21.15107/rcub_nardus_9492 .

TY  - JOUR
AU  - Urošević, Daniela
AU  - Vukićević, Mirjana
AU  - Davidović, Nebojša
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/463
AB  - This paper presents the results of interlaboratory testing the grain-size distribution of sand and gravel on representative samples from the site of the western part of the Kostolac Basin. The results were statistically processed by two ways: Numerical method: the Cochran test of accuracy and Graphic interpretation: the MANDEL technique of consistency in accordance with the Standard SRPS ISO 5725-2 [1,2]. The followings were calculated: repeatability variance Sr2; interlaboratory variance SL 2 and reproducibility variance SR 2. Samples were submitted by sharing method to all participating laboratories.
AB  - U radu su prikazani rezultati međulaboratorijskog ispitivanja granulometrijskog sastava peska i šljunka, na reprezentativnim uzorcima, sa lokaliteta zapadnog dela kostolačkog basena. Rezultati su statistički obrađeni na dva načina i to: Numeričkom metodom: Cochran-ov test preciznosti i Grafičkom interpretacijom: MANDEL-ova tehnika konzistentnosti u skladu sa standardom SRPS ISO 5725-2 [1,2]. Izračunate su: Varijansa ponovljivosti Sr2; međulaboratorijska varijansa SL 2 i varijansa obnovljivosti SR 2. Uzorci su metodom deljenja dostavljeni svim laboratorijama učesnicama.
PB  - Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica
T2  - Rudarski radovi, Bor
T1  - Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin
T1  - Statistička obrada rezultata međulaboratorijskog ispitivanja granulometrijskog sastava peska i šljunka iz zapadnog dela kostolačkog basena
EP  - 266
IS  - 3
SP  - 255
DO  - 10.5937/rudrad1203255U
ER  - 

@article{
author = "Urošević, Daniela and Vukićević, Mirjana and Davidović, Nebojša",
year = "2012",
abstract = "This paper presents the results of interlaboratory testing the grain-size distribution of sand and gravel on representative samples from the site of the western part of the Kostolac Basin. The results were statistically processed by two ways: Numerical method: the Cochran test of accuracy and Graphic interpretation: the MANDEL technique of consistency in accordance with the Standard SRPS ISO 5725-2 [1,2]. The followings were calculated: repeatability variance Sr2; interlaboratory variance SL 2 and reproducibility variance SR 2. Samples were submitted by sharing method to all participating laboratories., U radu su prikazani rezultati međulaboratorijskog ispitivanja granulometrijskog sastava peska i šljunka, na reprezentativnim uzorcima, sa lokaliteta zapadnog dela kostolačkog basena. Rezultati su statistički obrađeni na dva načina i to: Numeričkom metodom: Cochran-ov test preciznosti i Grafičkom interpretacijom: MANDEL-ova tehnika konzistentnosti u skladu sa standardom SRPS ISO 5725-2 [1,2]. Izračunate su: Varijansa ponovljivosti Sr2; međulaboratorijska varijansa SL 2 i varijansa obnovljivosti SR 2. Uzorci su metodom deljenja dostavljeni svim laboratorijama učesnicama.",
publisher = "Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica",
journal = "Rudarski radovi, Bor",
title = "Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin, Statistička obrada rezultata međulaboratorijskog ispitivanja granulometrijskog sastava peska i šljunka iz zapadnog dela kostolačkog basena",
pages = "266-255",
number = "3",
doi = "10.5937/rudrad1203255U"
}

Urošević, D., Vukićević, M.,& Davidović, N.. (2012). Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin. in Rudarski radovi, Bor
Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica.(3), 255-266.
https://doi.org/10.5937/rudrad1203255U

Urošević D, Vukićević M, Davidović N. Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin. in Rudarski radovi, Bor. 2012;(3):255-266.
doi:10.5937/rudrad1203255U .

Urošević, Daniela, Vukićević, Mirjana, Davidović, Nebojša, "Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin" in Rudarski radovi, Bor, no. 3 (2012):255-266,
https://doi.org/10.5937/rudrad1203255U . .