| contributor author | Kyungha Park | |
| contributor author | Ricardo A. Medina | |
| date accessioned | 2017-05-08T21:00:17Z | |
| date available | 2017-05-08T21:00:17Z | |
| date copyright | July 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9445%282007%29133%3A7%28945%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35072 | |
| description abstract | The objective of this study was to propose a seismic design methodology for moment-resisting frames to limit the extent of structural damage and distribute this damage uniformly along the height. This permits the efficient utilization of the energy dissipation capacity of most structural members to avoid undesirable dynamic responses, e.g., the formation of story mechanisms and/or the amplification of story drifts caused by | |
| publisher | American Society of Civil Engineers | |
| title | Conceptual Seismic Design of Regular Frames Based on the Concept of Uniform Damage | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2007)133:7(945) | |
| tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 007 | |
| contenttype | Fulltext | |