| contributor author | Johnn P. Judd | |
| contributor author | Fernando S. Fonseca | |
| date accessioned | 2017-05-08T20:59:18Z | |
| date available | 2017-05-08T20:59:18Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A2%28345%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34478 | |
| description abstract | A new analytical model for sheathing-to-framing connections in wood shear walls and diaphragms is discussed in this paper. The model represents sheathing-to-framing connections using an oriented pair of nonlinear springs. Unlike previous models, the new analytical model is suitable for both monotonic and cyclic analyses and does not need to be scaled or adjusted. Furthermore, the analytical model may be implemented in a general purpose finite element program, such as | |
| publisher | American Society of Civil Engineers | |
| title | Analytical Model for Sheathing-to-Framing Connections in Wood Shear Walls and Diaphragms | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:2(345) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 002 | |
| contenttype | Fulltext | |
