| contributor author | Behzad | |
| contributor author | Fatahi | |
| contributor author | S. Hamid Reza | |
| contributor author | Tabatabaiefar | |
| date accessioned | 2017-05-08T21:46:06Z | |
| date available | 2017-05-08T21:46:06Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000371.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61750 | |
| description abstract | In this study, the accuracy of a fully nonlinear method against an equivalent linear method for dynamic analysis of soil-structure interaction is investigated comparing the predicted results of both numerical procedures. Three structural models, including 5-story, 10-story, and 15-story buildings, are simulated in conjunction with two soil types with shear-wave velocities less than | |
| publisher | American Society of Civil Engineers | |
| title | Fully Nonlinear versus Equivalent Linear Computation Method for Seismic Analysis of Midrise Buildings on Soft Soils | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 4 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000354 | |
| tree | International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 004 | |
| contenttype | Fulltext | |
