| contributor author | Richard A. Behr | |
| contributor author | Charles H. Goodspeed | |
| contributor author | Nassar Yari | |
| date accessioned | 2017-05-08T20:53:13Z | |
| date available | 2017-05-08T20:53:13Z | |
| date copyright | February 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A2%28483%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30519 | |
| description abstract | Composite flexural members with vertical laminations are sometimes loaded in such a manner that individual components of the composite member tend to deflect unevenly. A simple procedure is presented for determining the longitudinal spacing of shear connectors that ensures uniform deflection of vertically laminated composite flexural members. The so-called ``deflection compatibility shear connectors'' are designed to provide a uniform load that opposes uneven deflection assuming the conservative case where total design loads are placed on the most flexible component of the composite member. | |
| publisher | American Society of Civil Engineers | |
| title | Shear Connector Design for Composite Flexural Members | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:2(483) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002 | |
| contenttype | Fulltext | |