| contributor author | Peggi Clouston | |
| contributor author | Leander A. Bathon | |
| contributor author | Alexander Schreyer | |
| date accessioned | 2017-05-08T20:59:33Z | |
| date available | 2017-05-08T20:59:33Z | |
| date copyright | September 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A9%281404%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34624 | |
| description abstract | This paper introduces a new, structural wood–concrete composite system. The system is formed by joining a wood component, such as a floor beam or laminated plate, to a concrete slab utilizing a continuous steel mesh of which one half is glued into a slot in the wood while the other half is embedded into the concrete. Two series of tests were performed and are presented: static push-out tests (to establish shear properties of the connector) and a full scale bending test with a span of approximately | |
| publisher | American Society of Civil Engineers | |
| title | Shear and Bending Performance of a Novel Wood–Concrete Composite System | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:9(1404) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 009 | |
| contenttype | Fulltext | |
