| contributor author | Louie L. Yaw | |
| contributor author | Sashi K. Kunnath | |
| contributor author | N. Sukumar | |
| date accessioned | 2017-05-08T21:00:53Z | |
| date available | 2017-05-08T21:00:53Z | |
| date copyright | June 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290733-9445%282009%29135%3A6%28676%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35413 | |
| description abstract | The feasibility of using meshfree methods in nonlinear structural analysis is explored in an attempt to establish a new paradigm in structural engineering computation. A blended finite-element and meshfree Galerkin approximation scheme is adopted to solve the inelastic response of plane frames. In the proposed method, moving least-squares shape functions represent the displacement field, a plane stress approximation of the two-dimensional domain simulates beam bending, | |
| publisher | American Society of Civil Engineers | |
| title | Meshfree Method for Inelastic Frame Analysis | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2009)135:6(676) | |
| tree | Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 006 | |
| contenttype | Fulltext | |
