| contributor author | Albert N. Lin | |
| date accessioned | 2017-05-08T22:23:43Z | |
| date available | 2017-05-08T22:23:43Z | |
| date copyright | February 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9399%281989%29115%3A2%28231%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/79553 | |
| description abstract | The torsional response of a one‐story, 1/11 scale model to ambient and steady‐state incident wave motion is measured at various depths of foundation embedment. Two modes of response are found. Modal frequencies and displacement ratios exhibit a qualitative dependence on embedment that is consistent with the additional restraint of the foundation. Lumped parameter analysis, using a two degree of freedom system that includes soil‐foundation interaction effects, is used to predict the lower mode response. | |
| publisher | American Society of Civil Engineers | |
| title | Torsional Response of Symmetric Structures | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1989)115:2(231) | |
| tree | Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 002 | |
| contenttype | Fulltext | |
