scholarly journals Damage Assessment of RC Frame Structures under Long Duration Aftershock Ground Motions

2014 ◽  
Vol 03 (09) ◽  
pp. 16144-16149
Author(s):  
Bhargob Deka ◽  
Syed Nafifur Rahman ◽  
Pranjal Tamuly
Keyword(s):  
Damage Assessment ◽  
Ground Motions ◽  
Frame Structures ◽  
Rc Frame ◽  
Long Duration ◽  
Rc Frame Structures

Selection of the Most Unfavorable Real Ground Motions for Low- and Mid-rise RC Frame Structures

2013 ◽  
Vol 17 (8) ◽  
pp. 1233-1251 ◽  
Author(s):  
Changhai Zhai ◽  
Zhiwang Chang ◽  
Shuang Li ◽  
Lili Xie
Keyword(s):  
Ground Motions ◽  
Frame Structures ◽  
Rc Frame ◽  
Rc Frame Structures ◽  
Selection Of

INFLUENCE OF ADDED VISCOUS DAMPERS ON THE PROBABILISTIC SEISMIC PERFORMANCE EVALUATION OF RC FRAMES

2015 ◽  
Vol 2 (1) ◽  
Author(s):  
Luca Landi ◽  
Cristina Vorabbi ◽  
Pier Paolo Diotallevi
Keyword(s):  
Nonlinear Dynamic ◽  
Ground Motions ◽  
Frame Structures ◽  
Rc Frame ◽  
Viscous Dampers ◽  
Fluid Viscous Dampers ◽  
Hazard Curve ◽  
Dynamic Analyses ◽  
Nonlinear Dynamic Analyses ◽  
Rc Frame Structures

This paper deals with the parameters which influence the probability of reaching the near collapse limit state of RC frame structures equipped with nonlinear fluid viscous dampers. The study can be divided into two steps. The first aims to assess how the median and the dispersion of seismic demand can vary in the RC frame structures with and without dampers, considering a wide set of ground motions. The second step evaluates the expression in closed form, given by 2000 SAC/FEMA method, to assess the annual probability of failure of RC structures. This probability has been estimated considering a wide set of ground motions and different methods to approximate the hazard curve. The evaluations have been made on the basis of the results of a large number of nonlinear dynamic analyses; in particular, 180 nonlinear dynamic analyses have been made for the case studies with and without dampers. In conclusion, it has been noticed that the probabilistic assessment depends on the number of records considered and that the simplified formula provided by the 2000 SAC-FEMA method is strongly sensitive to the variation of the hazard curve and the dispersion.

Damage Assessment of RC Frame Structures under Multi-Earthquake Sequences

2012 ◽  
Vol 446-449 ◽  
pp. 739-744
Author(s):  
Wei Huang ◽  
Jiang Qian ◽  
Bin Bin Zhuang ◽  
Qiu Shi Fu
Keyword(s):  
Damage Assessment ◽  
Frame Structures ◽  
Rc Frame ◽  
Rc Frame Structures ◽  
Earthquake Sequences

Effects of early-arriving pulse-like ground motions on seismic demands in RC frame structures

2020 ◽  
Vol 130 ◽  
pp. 105997 ◽  
Author(s):  
Cuihua Li ◽  
Sashi Kunnath ◽  
Zhanxuan Zuo ◽  
Weibing Peng ◽  
Changhai Zhai
Keyword(s):  
Ground Motions ◽  
Frame Structures ◽  
Rc Frame ◽  
Seismic Demands ◽  
Rc Frame Structures

Seismic Performance Assessment of RC Frame Structures Subjected to Far-Field and Near-Field Ground Motions Considering Strain Rate Effect

2018 ◽  
Vol 18 (10) ◽  
pp. 1850127 ◽  
Author(s):  
Rou-Han Li ◽  
Hong-Nan Li ◽  
Chao Li
Keyword(s):  
Strain Rate ◽  
Seismic Performance ◽  
Ground Motions ◽  
Near Field ◽  
Strain Rate Effect ◽  
Rate Effect ◽  
Frame Structures ◽  
Far Field ◽  
Rc Frame ◽  
Rc Frame Structures

This paper investigates the influence of strain rate effect on the seismic performance of Reinforced concrete (RC) frame structures subjected to far-field and near-field ground motions. An approach for the nonlinear dynamic analysis of RC frame structures considering the strain-rate sensitivity of concrete and reinforcing steel materials is proposed and its effectiveness is validated by the experimental data of RC columns under dynamic loadings. A non-dimensional index is put forward to reveal the regularities of strain rate under different types of ground motions with various intensity levels. The influences of strain rate effect and input ground motion on the seismic performance of the exemplar RC frame are studied by comparing the seismic responses and fragilities of rate-dependent structural models with those of rate-independent ones. Numerical results indicate that the strain rates in structural members increase with the ground motion intensity and the strain rates induced by the near-field pulse-like earthquakes are higher than those by the far-field and near-field non-pulse-like earthquakes. The global response, critical member response, local damage and seismic fragility are all influenced by the strain rate effect, especially under the near-field pulse-like ground motions. Neglecting the influences of strain rate effect, variations in strain rates of different structural members and inputs of pulse-like ground motions may lead to erroneous seismic performance assessments of RC frame structures.

Cumulative damage effects of mainshock-aftershock sequences on RC-frame structures

2019 ◽  
Vol 32 (3-4) ◽  
pp. 157-169
Author(s):  
Lingxin Zhang ◽  
◽  
Baijie Zhu ◽  
Yunqin Xue ◽  
Jialu Ma ◽  
...  
Keyword(s):  
Cumulative Damage ◽  
Frame Structures ◽  
Rc Frame ◽  
Aftershock Sequences ◽  
Rc Frame Structures
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