| contributor author | Sinan Akkar | |
| contributor author | Asli Metin | |
| date accessioned | 2017-05-08T21:00:20Z | |
| date available | 2017-05-08T21:00:20Z | |
| date copyright | September 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9445%282007%29133%3A9%281237%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35101 | |
| description abstract | Nonlinear static procedures (NSPs) presented in the FEMA-440 document are evaluated for nondegrading three- to nine-story reinforced concrete moment-resisting frame systems. Evaluations are based on peak single-degree-of-freedom displacement, peak roof, and interstory drifts estimations. A total of 78 soil site records and 24 buildings with fundamental periods varying between | |
| publisher | American Society of Civil Engineers | |
| title | Assessment of Improved Nonlinear Static Procedures in FEMA-440 | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2007)133:9(1237) | |
| tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 009 | |
| contenttype | Fulltext | |
