| contributor author | Scott D. Schiff | |
| contributor author | William J. Hall | |
| contributor author | Douglas A. Foutch | |
| date accessioned | 2017-05-08T20:54:04Z | |
| date available | 2017-05-08T20:54:04Z | |
| date copyright | February 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9445%281991%29117%3A2%28546%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31057 | |
| description abstract | The seismic response arising from strong ground motions of steel frames constructed with moment‐resisting connections causes significant inelastic deformations in the members and connections. The inelastic behavior is dependent upon several design parameters, such as proportioning and selection of members, magnitude of design base shear, and configuration of lateral force‐resisting system. The influence of these parameters was investigated by performing inelastic time‐history analyses of six variations of a structural frame for a typical five‐story building. The direct design procedure adopted in the 1988 edition of the | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance of Low‐Rise Steel Perimeter Frames | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1991)117:2(546) | |
| tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002 | |
| contenttype | Fulltext | |