| contributor author | Rafik Y. Itani | |
| contributor author | Chung K. Cheung | |
| date accessioned | 2017-05-08T20:51:20Z | |
| date available | 2017-05-08T20:51:20Z | |
| date copyright | September 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A9%282137%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29402 | |
| description abstract | A finite element model for predicting the quasi‐static load‐deflection behavior of diaphragms is presented. A fastener compliance element derived from nonlinear nail load‐slip properties is deployed. The model is formulated for the general case and does not impose restrictions on sheathing arrangements, load application, and geometry of distorted diaphragms. The method is verified using experimental tests where good agreements have been obtained. | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Analysis of Sheathed Wood Diaphragms | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:9(2137) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009 | |
| contenttype | Fulltext | |
