| contributor author | W. R. Spillers | |
| contributor author | Said Rashidi | |
| date accessioned | 2017-05-08T20:56:48Z | |
| date available | 2017-05-08T20:56:48Z | |
| date copyright | July 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A7%28971%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32788 | |
| description abstract | This technical note describes a computer program written to generate the member stiffness matrix for geometrically nonlinear space frames using the equations of three-dimensional (3D) beam-columns without cross-sectional warping. (The 3D beam-column equations simply extend what is commonly done in two-dimensional (2D) beam-columns to beams in space where there now exist many unexplored, coupled buckling phenomena.) A power series approach is used to solve these equations. | |
| publisher | American Society of Civil Engineers | |
| title | Member Stiffness for Three-Dimensional Beam-Columns | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:7(971) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 007 | |
| contenttype | Fulltext | |