| contributor author | Y. Goto | |
| contributor author | Wai‐Fah Chen | |
| date accessioned | 2017-05-08T20:52:36Z | |
| date available | 2017-05-08T20:52:36Z | |
| date copyright | July 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A7%281501%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30117 | |
| description abstract | Several methods of second‐order elastic analysis are developed here primarily for the practical use in mini‐ and microcomputers. To this end, the stiffness equations derived from the analytical solutions are first expressed in series expansion and then reduced by some simplifications. Their accuracy is then examined with regard to their applicability for practical design. This is followed by a comparison with the accuracy of the | |
| publisher | American Society of Civil Engineers | |
| title | Second‐Order Elastic Analysis for Frame Design | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:7(1501) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 007 | |
| contenttype | Fulltext | |
