| contributor author | Solomon C.‐S. Yim | |
| contributor author | Anil K. Chopra | |
| date accessioned | 2017-05-08T20:51:30Z | |
| date available | 2017-05-08T20:51:30Z | |
| date copyright | December 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A12%282708%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29483 | |
| description abstract | A simplified analysis procedure is developed to consider the beneficial effects of foundation‐mat uplift in computing the earthquake response of multistory structures. This analysis procedure is presented for structures attached to a rigid foundation mat which is supported on flexible foundation soil modeled as two spring‐damper elements, Winkler foundation with distributed spring‐damper elements, or a viscoelastic half space. In this analysis procedure, the maximum, earthquake induced forces and deformations for an uplifting structure are computed from the earthquake response spectrum without the need for nonlinear response history analysis. It is demonstrated that the maxr imum response is estimated by the simplified analysis procedure to a useful degree of accuracy for practical structural design. | |
| publisher | American Society of Civil Engineers | |
| title | Simplified Earthquake Analysis of Multistory Structures With Foundation Uplift | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:12(2708) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012 | |
| contenttype | Fulltext | |
