Journal
ENGINEERING STRUCTURES
Volume 185, Issue -, Pages 366-376Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2019.01.105
Keywords
Mainshock-aftershock seismic sequences; Time-dependent seismic hazard; Markov process; Regional seismic risk and loss assessment
Categories
Funding
- National Science Foundation CMMI Research Grant [1554714]
- Div Of Civil, Mechanical, & Manufact Inn
- Directorate For Engineering [1554714] Funding Source: National Science Foundation
Ask authors/readers for more resources
A framework for building-portfolio risk and loss assessment under mainshock-aftershock earthquake sequences is presented. The temporary increase in seismic hazard after a large-magnitude mainshock coupled with the reduction in the structural capacity under sequential ground motions are considered in the framework. For the inventory of reinforced concrete frames located in Los Angeles County, the annual rate of complete (HAZUS) damage and expected annual losses are, on average, 10% and 25% higher, respectively, when aftershocks are incorporated in the risk assessment procedure. A short-term risk and loss analysis after a hypothetical scenario mainshock on the Puente Hills fault showed a substantial increase in the seismic risk within one week after the mainshock. The aftershock-induced losses during the same period were estimated at approximately 30% of the losses due to the mainshock.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available