| contributor author | J. Y. Richard Yen | |
| date accessioned | 2017-05-08T20:55:02Z | |
| date available | 2017-05-08T20:55:02Z | |
| date copyright | March 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9445%281993%29119%3A3%28871%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31659 | |
| description abstract | A numerical method is introduced for direct analysis of nonlinear behavior of slender beam‐columns. A strain control technique in conjunction with the quasi‐Newton's method was developed to obtain the updated flexural stiffness directly for lateral deflection estimation. Numerical difficulties such as singular problems or softening behavior could be detected beforehand and overcome. This algorithm may also be formulated to trace the | |
| publisher | American Society of Civil Engineers | |
| title | Direct Analysis of Slender Columns with P‐Delta Effects | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1993)119:3(871) | |
| tree | Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 003 | |
| contenttype | Fulltext | |
