Nonlinear dynamic numerical analysis of a RC frame subjected to seismic loading
作者： Martín Domizio , Daniel Ambrosini , Oscar Curadelli
DOI: 10.1016/J.ENGSTRUCT.2017.02.031
关键词:
摘要: Abstract In the context of seismic engineering, reliable modeling methodologies are needed to represent nonlinear dynamic behavior structures under effect action. Only in this way is it possible assess safety margin against structural collapse. However, case reinforced concrete (RC) structures, numerical still presents difficulties due complex material behavior. The aim paper evaluate capability with solid finite elements a strongly response A second objective obtain guidelines for study was performed order reproduce RC frame tested by Elwood and Moehle (2003) on shaking table at University California, Berkeley (USA). model that employs shear failure surface proposed Ottosen (1977) selected non-linear concrete. This has several parameters define their behavior, which includes crack width tensile stress decreases zero after strain softening process. parameter based erosion limit were subjected calibration. During calibration process, degree numerical-experimental similarity established along conclusions about sensitivity variations calibrated parameters. Finally, can be concluded reproduces sufficient accuracy. Moreover, explicit time integration scheme shown appropriate type problem strong nonlinearities degradation
sci-hub.se 参考文章(50)
BOND-SLIP MODEL FOR GENERALIZED EXCITATIONS INCLUDING FATIGUE Aci Materials Journal. ,vol. 86, pp. 465- 474 ,(1989) , 10.14359/2052
Nebojsa Orbovic, Genadijs Sagals, Andrei Blahoianu, Influence of transverse reinforcement on perforation resistance of reinforced concrete slabs under hard missile impact Nuclear Engineering and Design. ,vol. 295, pp. 716- 729 ,(2015) , 10.1016/J.NUCENGDES.2015.06.007
Siamak Epackachi, Andrew S. Whittaker, Amit H. Varma, Efe G. Kurt, Finite element modeling of steel-plate concrete composite wall piers Engineering Structures. ,vol. 100, pp. 369- 384 ,(2015) , 10.1016/J.ENGSTRUCT.2015.06.023
Rolf Eligehausen, Vitelmo V. Bertero, Egor P. Popov, Local bond stress-slip relationships of deformed bars under generalized excitations Deutsche Nationalbibliothek. ,(1982) , 10.18419/OPUS-415
Y.S. Tai, T.L. Chu, H.T. Hu, J.Y. Wu, Dynamic response of a reinforced concrete slab subjected to air blast load Theoretical and Applied Fracture Mechanics. ,vol. 56, pp. 140- 147 ,(2011) , 10.1016/J.TAFMEC.2011.11.002
M.R. LeBorgne, W.M. Ghannoum, Calibrated analytical element for lateral-strength degradation of reinforced concrete columns Engineering Structures. ,vol. 81, pp. 35- 48 ,(2014) , 10.1016/J.ENGSTRUCT.2014.09.030
Shi-Yu Xu, Jian Zhang, Axial–shear–flexure interaction hysteretic model for RC columns under combined actions Engineering Structures. ,vol. 34, pp. 548- 563 ,(2012) , 10.1016/J.ENGSTRUCT.2011.10.023
Muhammad Sadiq, Zhu Xiu Yun, Pan Rong, Simulation analysis of impact tests of steel plate reinforced concrete and reinforced concrete slabs against aircraft impact and its validation with experimental results Nuclear Engineering and Design. ,vol. 273, pp. 653- 667 ,(2014) , 10.1016/J.NUCENGDES.2014.03.031
Jorma Arros, Nikolay Doumbalski, Analysis of aircraft impact to concrete structures Nuclear Engineering and Design. ,vol. 237, pp. 1241- 1249 ,(2007) , 10.1016/J.NUCENGDES.2006.09.044
Tso-Liang Teng, Yi-An Chu, Fwu-An Chang, Bor-Cherng Shen, Ding-Shing Cheng, Development and validation of numerical model of steel fiber reinforced concrete for high-velocity impact Computational Materials Science. ,vol. 42, pp. 90- 99 ,(2008) , 10.1016/J.COMMATSCI.2007.06.013