| contributor author | Erfan | |
| contributor author | Alavi | |
| contributor author | Fariborz | |
| contributor author | Nateghi | |
| date accessioned | 2017-05-08T22:00:26Z | |
| date available | 2017-05-08T22:00:26Z | |
| date copyright | November 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000794.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68683 | |
| description abstract | Upon recent research, steel plate shear wall (SPSW) is known as an effective lateral force resisting system in high seismic zones. However, there are still areas of concern in the design and construction of this system with regard to conventional approaches recognized as stiffened and unstiffened types. This paper presents results of research conducted on diagonally stiffened steel plate shear walls as a new type of stiffening method. Four | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Study of Diagonally Stiffened Steel Plate Shear Walls | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000750 | |
| tree | Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 011 | |
| contenttype | Fulltext | |
