51. Fragility analysis of a containment structure under far-fault and near-fault seismic sequences considering post-mainshock damage states
- Author
-
Bao Xu, Changhai Zhai, and Zhang Maohua
- Subjects
Containment (computer programming) ,Containment building ,0211 other engineering and technologies ,020101 civil engineering ,02 engineering and technology ,Fault (power engineering) ,Near fault ,0201 civil engineering ,Pulse (physics) ,Nonlinear system ,Fragility ,021105 building & construction ,human activities ,Aftershock ,Geology ,Seismology ,Civil and Structural Engineering - Abstract
Due to the unique characteristics of near-fault ground motions with an intense pulse, near-fault seismic sequences have the potential to cause more severe damage to structures compared to far-fault seismic sequences. This study focuses on quantitatively comparing the seismic response and fragility of a containment structure subjected to near-fault and far-fault seismic sequences. For this purpose, both as-recorded and artificial seismic sequences are used as input to conduct the nonlinear dynamic analysis. The effect of fault types of aftershocks on a mainshock-damaged containment is investigated in terms of the global response and local damage, respectively. Seismic demands on secondary systems are also studied through floor response spectra considering post-mainshock damage states. To evaluate the influence of near-fault and far-fault seismic sequences on the fragility of a containment structure, a new methodology is used to generate fragility curves, which can effectively consider the effect of post-mainshock damage states when computing the exceedance probability. The results show that near-fault seismic sequences can cause greater dynamic responses of a containment than far-fault ground motions, and the fragility evaluation without considering near-fault seismic records can overestimate the safety margin of a containment structure.
- Published
- 2019