| contributor author | Curt B. Haselton | |
| contributor author | Abbie B. Liel | |
| contributor author | Gregory G. Deierlein | |
| contributor author | Brian S. Dean | |
| contributor author | Jason H. Chou | |
| date accessioned | 2017-05-08T21:59:21Z | |
| date available | 2017-05-08T21:59:21Z | |
| date copyright | April 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000359.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68216 | |
| description abstract | This study applies nonlinear dynamic analyses to assess the risk of collapse of RC special moment-frame (SMF) buildings to quantify the seismic safety implied by modern building codes. Thirty archetypical RC SMF buildings, ranging in height from 1 to 20 stories, are designed according to ASCE 7-02 and ACI 318-05 for a high-seismic region. The results of performance-based seismic assessments show that, on average, these buildings have an 11% probability of collapse under ground motion intensities with a 2% probability of exceedance in 50 years. The average mean annual rate of collapse of | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000318 | |
| tree | Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 004 | |
| contenttype | Fulltext | |
