| contributor author | Fouad R. Moudarres | |
| date accessioned | 2017-05-08T20:50:59Z | |
| date available | 2017-05-08T20:50:59Z | |
| date copyright | December 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A12%282876%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29180 | |
| description abstract | An investigation is made of the feasibility of using a top outrigger to stiffen a pair of coupled shear walls. Based on the continuous connecting medium, a closed solution to the problem is reached. The solution presented also includes the analysis of coupled shear walls stiffened by a top beam. A numerical example is given to indicate the efficiency of the top stiffening outrigger in reducing the lateral deflections in the pair of coupled shear walls. | |
| publisher | American Society of Civil Engineers | |
| title | Outrigger‐Braced Coupled Shear Walls | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:12(2876) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 012 | |
| contenttype | Fulltext | |
