| contributor author | Bohumil Kasal | |
| contributor author | Robert J. Leichti | |
| contributor author | Rafik Y. Itani | |
| date accessioned | 2017-05-08T20:55:15Z | |
| date available | 2017-05-08T20:55:15Z | |
| date copyright | January 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9445%281994%29120%3A1%28100%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31793 | |
| description abstract | A light‐frame wood structure is an assemblage of several components such as walls, floors, and roof, joined by intercomponent connections such as nails or metal plates. Behavior of a full structure reflects the interactive behavior of the individual components and connections. Whereas individual substructures have been investigated both experimentally and analytically, individual substructures and components of a light‐frame wood building have never been incorporated into a full‐structure model. This research provides an analytical method to investigate the behavior of light‐frame wood structures loaded by static loads. Special attention is given to load sharing among wall components. A one‐story wood‐frame building | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Finite‐Element Model of Complete Light‐Frame Wood Structures | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1994)120:1(100) | |
| tree | Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 001 | |
| contenttype | Fulltext | |
