Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of RC frame structures

2017 ◽  
Vol 26 (18) ◽  
pp. e1397 ◽  
Author(s):  
Jianping Han ◽  
Xiaoyun Sun ◽  
Ying Zhou
Keyword(s):  
Ground Motion ◽  
Frame Structures ◽  
Rc Frame ◽  
Capacity Evaluation ◽  
Collapse Resistance ◽  
Rc Frame Structures ◽  
Ground Motion Records ◽  
Duration Effect

scholarly journals POST-EARTHQUAKE CAPACITY EVALUATION OF RC FRAME STRUCTURES WITH MULTI-STORY FLEXURAL WALLS

2021 ◽  
Vol 86 (785) ◽  
pp. 1084-1094
Author(s):  
Kisho FUJITA ◽  
Kota MIURA ◽  
Yu TABATA ◽  
Masaki MAEDA ◽  
Alex SHEGAY ◽  
...  
Keyword(s):  
Frame Structures ◽  
Rc Frame ◽  
Capacity Evaluation ◽  
Rc Frame Structures

Factors influencing the progressive collapse resistance of RC frame structures

2020 ◽  
Vol 27 ◽  
pp. 100986 ◽  
Author(s):  
Iftikhar Azim ◽  
Jian Yang ◽  
Sanjeev Bhatta ◽  
Feiliang Wang ◽  
Qing-feng Liu
Keyword(s):  
Progressive Collapse ◽  
Frame Structures ◽  
Rc Frame ◽  
Factors Influencing ◽  
Collapse Resistance ◽  
Rc Frame Structures

Analysis on Progressive Collapse Resistance of Reinforced Concrete Frame Structures

2011 ◽  
Vol 243-249 ◽  
pp. 717-723
Author(s):  
Jin Gang Xiong ◽  
Yon Kang Zheng ◽  
Guan Min Cai ◽  
Yan Li
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Progressive Collapse ◽  
Frame Structures ◽  
Rc Frame ◽  
Reinforced Concrete Frame ◽  
Concrete Frame ◽  
Collapse Resistance ◽  
Rc Frame Structures ◽  
Reinforced Concrete Frame Structures

In this paper the analysis is conducted to investigate the progressive collapse resistance of typical reinforced concrete(RC) multi-story frame structures, which are designed according to the China code for seismic design of buildings. The analysis results show that the progressive collapse resistance will be enhanced with the seismic fortification intensity increasing. The progressive collapse resistance of RC frame structures with low seismic fortification intensity are poor. This implies that as for RC frame structures with low seismic or non-seismic demand, close attention must be paid to continuity and ductility in order to prevent progressive collapse.

Sign in / Sign up

Export Citation Format

Share Document