| contributor author | S. Kalaga | |
| contributor author | S. M. R. Adluri | |
| date accessioned | 2017-05-08T20:57:36Z | |
| date available | 2017-05-08T20:57:36Z | |
| date copyright | February 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9445%282000%29126%3A2%28266%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33349 | |
| description abstract | The large deflection behavior of a uniaxially bent beam-column subject to an eccentrically applied load is investigated. A closed-form expression for the total lateral deflection, including bowing and initial imperfection, is derived by adopting a nonlinear strain-displacement relationship and a sine curve approximation for the lateral deflection. Stability is checked by evaluating the Hessian matrix of the total potential energy. The formulation is validated by applying it to a steel beam-column with an | |
| publisher | American Society of Civil Engineers | |
| title | Beam-Columns with Finite Deflections | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2000)126:2(266) | |
| tree | Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002 | |
| contenttype | Fulltext | |
