| contributor author | Terry J. Wipf | |
| contributor author | F. Wayne Klaiber | |
| contributor author | Robert W. Funke | |
| date accessioned | 2017-05-08T20:53:44Z | |
| date available | 2017-05-08T20:53:44Z | |
| date copyright | April 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A4%281121%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30826 | |
| description abstract | A finite element model is used to study the behavior of a glued, laminated, longitudinal‐deck highway bridge. The bridge, which was developed for short to medium spans, offers a competitive alternative to steel and reinforced concrete in this span range. Experimental tests of a full‐scale laboratory test bridge are performed to validate the analytical model, which had been used in the development of design criteria for the longitudinal deck bridge. Comparison of experimental and analytical results shows the validity of the analytical model and supports the conservation of the design criteria. | |
| publisher | American Society of Civil Engineers | |
| title | Longitudinal Glued Laminated Timber Bridge Modeling | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:4(1121) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004 | |
| contenttype | Fulltext | |
