| contributor author | T. Y. Kam | |
| date accessioned | 2017-05-08T20:52:45Z | |
| date available | 2017-05-08T20:52:45Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A1%28184%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30207 | |
| description abstract | A general method for the large deflection analysis of inelastic plane frames is presented. The large deflection analysis is based on the Eulerian formulation in which a member tangent stiffness matrix is constructed with reference to the current deformed configuration. The exact differential equation and the moment‐thrust‐curvature relations of a member subjected to large relative deflection are used for deriving the member tangent stiffness matrix. A member tangent stiffness matrix for | |
| publisher | American Society of Civil Engineers | |
| title | Large Deflection Analysis of Inelastic Plane Frames | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:1(184) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext | |
