| contributor author | Fumio Kamiya | |
| date accessioned | 2017-05-08T20:52:41Z | |
| date available | 2017-05-08T20:52:41Z | |
| date copyright | September 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A9%282009%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30162 | |
| description abstract | A basic theory for the analysis of buckling behavior of sheathed wood walls is developed herein. The formulation is based on a simplified model of the wall. A governing differential equation that assumes a linear load‐slip relationship for the connection between stud and sheathing is derived and solved. The theory developed is used for investigating the contribution of the sheathing to the overall stiffness and strength of walls. The partial composite action between studs and sheathings produces a higher strength than do estimated values provided by current design methods. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling Theory of Sheathed Walls; Linear Analysis | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:9(2009) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009 | |
| contenttype | Fulltext | |
