| contributor author | Arturo Tena-Colunga | |
| contributor author | Miguel Ángel Pérez-Osornio | |
| date accessioned | 2017-05-08T20:59:16Z | |
| date available | 2017-05-08T20:59:16Z | |
| date copyright | November 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A11%281774%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34438 | |
| description abstract | It is well known that shear deformations are of paramount importance in the planar two dimensional (2D) analysis of shear wall systems, both for strains and stresses, so they should be included in the analyses of such systems. Shear deformations are also included in 3D analyses of shear wall systems; however, to the writers knowledge, other writers have not previously assessed the specific impact of shear deformations on the 3D behavior of structures. This technical note presents a study where the impact of shear deformations of wall systems in the location of centers of rigidity or torsion (CTs), static eccentricities | |
| publisher | American Society of Civil Engineers | |
| title | Assessment of Shear Deformations on the Seismic Response of Asymmetric Shear Wall Buildings | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:11(1774) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011 | |
| contenttype | Fulltext | |
