| contributor author | Alexander Coull | |
| contributor author | Wong Yang Chee | |
| date accessioned | 2017-05-08T20:51:04Z | |
| date available | 2017-05-08T20:51:04Z | |
| date copyright | March 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A3%28575%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29230 | |
| description abstract | Based on a finite element analysis, a study is made of the composite action of a floor slab and lintel beam coupling a pair of laterally loaded plane shear walls. The relative influences of a range of structural parameters on the composite stiffness and effective slab width are evaluated, and design curves are presented to facilitate their determination in practical situations. It is shown that the influence of the coupling action is significant only when the lintel beam is relatively flexible. | |
| publisher | American Society of Civil Engineers | |
| title | Composite Action Between Slabs and Lintel Beams | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:3(575) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 003 | |
| contenttype | Fulltext | |
