| contributor author | Abbie B. Liel | |
| contributor author | Curt B. Haselton | |
| contributor author | Gregory G. Deierlein | |
| date accessioned | 2017-05-08T21:59:14Z | |
| date available | 2017-05-08T21:59:14Z | |
| date copyright | April 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000316.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68170 | |
| description abstract | This study is the second of two companion papers to examine the seismic collapse safety of reinforced concrete frame buildings, and examines nonductile moment frames that are representative of those built before the mid-1970s in California. The probabilistic assessment relies on nonlinear dynamic simulation of structural response to calculate the collapse risk, accounting for uncertainties in ground-motion characteristics and structural modeling. The evaluation considers a set of archetypical nonductile RC frame structures of varying height that are designed according to the seismic provisions of the 1967 Uniform Building Code. The results indicate that nonductile RC frame structures have a mean annual frequency of collapse ranging from 5 to | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and 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.0000275 | |
| tree | Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 004 | |
| contenttype | Fulltext | |
