| contributor author | Mark W. Wales | |
| contributor author | Edwin C. Rossow | |
| date accessioned | 2017-05-08T20:50:39Z | |
| date available | 2017-05-08T20:50:39Z | |
| date copyright | May 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A5%281250%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28991 | |
| description abstract | The sources of nonlinearities in the behavior of bolted steel connections are briefly studied, and a connection model is proposed. The model is used to demonstrate the nature of the nonlinear behavior of bolted connections, including coupling effects between moment and axial force. Using double angle connections, the applicability of the model to the analysis of plane frames, including the important problem of predicting the behavior of a specific connection, is examined. Numerical examples demonstrate the effectiveness of the model. | |
| publisher | American Society of Civil Engineers | |
| title | Coupled Moment‐Axial Force Behavior in Bolted Joints | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:5(1250) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 005 | |
| contenttype | Fulltext | |
