| contributor author | João A. Teixeira de Freitas | |
| contributor author | David Lloyd Smith | |
| date accessioned | 2017-05-08T22:05:48Z | |
| date available | 2017-05-08T22:05:48Z | |
| date copyright | October 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9399%281983%29109%3A5%281247%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71230 | |
| description abstract | An accurate and unified finite element description is presented, in both stiffness and flexibility formats, of the response of planar elastic beams subject to terminal loads. The stability and bowing functions are inter‐related, their descriptions accounting for the effects of axial deformability and a measure of the shear deformation effects. A perturbation technique is used to solve the non‐linear governing equations. The solutions so derived are cast in four distinct forms: (1) Deformation; (2) incremental; (3) perturbation; and (4) asymptotic forms of structural analysis. A brief comparison between related formulations presented in the literature is included. | |
| publisher | American Society of Civil Engineers | |
| title | Finite Element Elastic Beam‐Column | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 5 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1983)109:5(1247) | |
| tree | Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 005 | |
| contenttype | Fulltext | |