| contributor author | Reem Hejal | |
| contributor author | Anil K. Chopra | |
| date accessioned | 2017-05-08T22:26:45Z | |
| date available | 2017-05-08T22:26:45Z | |
| date copyright | August 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9399%281989%29115%3A8%281761%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80753 | |
| description abstract | An effective procedure is developed for estimating the maximum response of a class of torsionally‐coupled, multistory buildings due to earthquake ground motion characterized by smooth response spectra. Several properties characterize this class of buildings, the most important of which is that all frames (spanning along either of two orthogonal directions) have proportional lateral stiffness matrices. It is demonstrated that the maximum response of such a torsionally‐coupled, | |
| publisher | American Society of Civil Engineers | |
| title | Response Spectrum Analysis of Class of Torsionally‐Coupled Buildings | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1989)115:8(1761) | |
| tree | Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008 | |
| contenttype | Fulltext | |