| contributor author | N. Nazari | |
| contributor author | J. W. van de Lindt | |
| contributor author | Y. Li | |
| date accessioned | 2017-05-08T22:25:03Z | |
| date available | 2017-05-08T22:25:03Z | |
| date copyright | November 2015 | |
| date issued | 2015 | |
| identifier other | 44312360.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80255 | |
| description abstract | Aftershocks have the potential to cause severe damage to buildings and threaten life following a major earthquake. However, their effect on seismic hazards is not explicitly accounted for in modern building design codes, nor in emerging methodologies such as performance-based seismic design. The objective of this study was to develop a methodology that can quantify the changes that would be needed in the structural design of a building to account for aftershock (AS) hazards and illustrate it using a basic nonlinear model of a building. In other words, what changes to a structural design would be needed such that the building has the same collapse probability for the combined | |
| publisher | American Society of Civil Engineers | |
| title | Quantifying Changes in Structural Design Needed to Account for Aftershock Hazard | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001280 | |
| tree | Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011 | |
| contenttype | Fulltext | |
