| contributor author | Poon Hwei Chuang | |
| contributor author | Xuyang Li | |
| date accessioned | 2017-05-08T20:57:18Z | |
| date available | 2017-05-08T20:57:18Z | |
| date copyright | November 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9445%281999%29125%3A11%281338%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33108 | |
| description abstract | This paper presents a new method for the analysis of frames taking into account the distributed plasticity of material. The flexibility method is adopted in the formulation. Under the holonomic assumption for the force-deformation relationship and by using mathematical programming techniques, a one-step loading, noniterative method is proposed for the elastoplastic frame analysis. The proposed method is highly accurate and efficient. A numerical example was used to verify the method. | |
| publisher | American Society of Civil Engineers | |
| title | Noniterative Flexibility Method for Nonlinear Analysis of Frames | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:11(1338) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 011 | |
| contenttype | Fulltext | |
