| contributor author | Richard M. Gutkowski | |
| contributor author | George R. Dewey | |
| date accessioned | 2017-05-08T20:51:04Z | |
| date available | 2017-05-08T20:51:04Z | |
| date copyright | March 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A3%28490%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29224 | |
| description abstract | Analytical and experimental studies were performed on single and double‐tapered glulam members. An orthotropic finite element modeling was employed. Analytical predictions were confirmed by static load tests conducted on 10 full‐scale specimens. Tests to destruction were performed to observe the failure mode and ultimate strength of each specimen. Measured stresses at failure are compared to current design code provisions in the United States. The interaction of stresses concept of failure is evaluated in light of the results observed in this study. | |
| publisher | American Society of Civil Engineers | |
| title | Design Stress Capacities of Tapered Glulam Members | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:3(490) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 003 | |
| contenttype | Fulltext | |