| contributor author | R. M. Gutkowski | |
| contributor author | A. L. Castillo | |
| date accessioned | 2017-05-08T20:52:58Z | |
| date available | 2017-05-08T20:52:58Z | |
| date copyright | June 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A6%281268%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30350 | |
| description abstract | A mathematical model for the analysis of partially composite wood light‐frame shear walls loaded in plane is presented. Shear walls consisting of a stud frame with sheathing placed either on one side or both sides are investigated. Nonlinear behavior due to sheathing gaps is modeled. Nonlinear interlayer slip between the frame and sheathing is included by a developed step‐wise procedure. Experimental results are used to verify the mathematical model. | |
| publisher | American Society of Civil Engineers | |
| title | Single‐ and Double‐Sheathed Wood Shear Wall Study | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:6(1268) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006 | |
| contenttype | Fulltext | |
