| contributor author | Seung‐Joon Lee | |
| contributor author | Le‐Wu Lu | |
| date accessioned | 2017-05-08T20:53:26Z | |
| date available | 2017-05-08T20:53:26Z | |
| date copyright | August 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A8%281895%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30649 | |
| description abstract | The testing of a 0.305 scale model of a six‐story prototype steel building under a program of controlled cycle displacements is described. A “wiffle tree” system was used to produce a lateral load pattern closely resembling the pattern specified by the Uniform Building Code (UBC). The testing was carried out with three lateral load‐resisting schemes: (1) Dual systems with concentric braces; (2) dual systems with eccentric braces; and (3) moment‐resisting space frame. The overall performance of the three systems is discussed, and the test results are compared with theoretical predictions. | |
| publisher | American Society of Civil Engineers | |
| title | Quasi‐Static Tests of Scaled Model Building | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:8(1895) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 008 | |
| contenttype | Fulltext | |
