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| Content Provider | Springer Nature Link |
|---|---|
| Author | Shi, Wei Lu, XinZheng Ye, LiePing |
| Copyright Year | 2012 |
| Abstract | Seismic design should quantitatively evaluate and control the risk of earthquake-induced collapse that a building structure may experience during its design service life. This requires taking into consideration both the collapse resistant capacity of the building and the earthquake ground motion demand. The fundamental concept of uniform-risk-targeted seismic design and its relevant assessment process are presented in this paper. The risks of earthquake-induced collapse for buildings located in three seismic regions with the same prescribed seismic fortification intensity but different actual seismic hazards are analyzed to illustrate the engineering significance of uniform-risk-targeted seismic design. The results show that with China’s current seismic design method, the risk of earthquake-induced collapse of buildings varies greatly from site to site. Additional research is needed to further develop and implement the uniform-risk-targeted seismic design approach proposed in this paper. |
| Starting Page | 1481 |
| Ending Page | 1488 |
| Page Count | 8 |
| File Format | |
| ISSN | 16747321 |
| Journal | Science in China Series E: Technological Sciences |
| Volume Number | 55 |
| Issue Number | 6 |
| e-ISSN | 18691900 |
| Language | English |
| Publisher | SP Science China Press |
| Publisher Date | 2012-03-27 |
| Publisher Place | Heidelberg |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | building structure collapse safety collapse resistant capacity seismic hazard uniform-risk-targeted seismic design Engineering |
| Content Type | Text |
| Resource Type | Article |
| Subject | Engineering Materials Science |
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