| contributor author | Y. Gilbert Antony | |
| contributor author | T. P. Ganesan | |
| date accessioned | 2017-05-08T20:50:31Z | |
| date available | 2017-05-08T20:50:31Z | |
| date copyright | February 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A2%28580%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28921 | |
| description abstract | Two simplified methods have been suggested to enforce rotational continuity between line elements in bending (connecting beams) and Lagrangian plane stress elements (wall), by using Lagrangian multipliers. A shear wall with opening has been solved using the suggested methods and the results are compared with other methods. It is shown that the authorÆs approach improves the discretization layout and leads to better accuracy and lesser cost of analysis. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Wall‐Frames by Lagrangian Multipliers | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:2(580) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002 | |
| contenttype | Fulltext | |