| contributor author | Sherif El-Tawil | |
| contributor author | Kent A. Harries | |
| contributor author | Patrick J. Fortney | |
| contributor author | Bahram M. Shahrooz | |
| contributor author | Yahya Kurama | |
| date accessioned | 2017-05-08T21:59:05Z | |
| date available | 2017-05-08T21:59:05Z | |
| date copyright | July 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000225.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68072 | |
| description abstract | Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers connected with steel coupling beams distributed over the height of the structure. Extensive research over the past several decades suggests that such systems are particularly well suited for use in regions of moderate to high seismic risk. This paper reviews the state of the art in seismic modeling, analysis, and design of HCW systems. Design methodologies are presented in both prescriptive and performance-based design formats and a discussion of alterative types of hybrid wall systems is provided. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Design of Hybrid Coupled Wall Systems: State of the Art | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000186 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 007 | |
| contenttype | Fulltext | |