| contributor author | Chang‐Koon Choi | |
| contributor author | Myung‐Suk Bang | |
| date accessioned | 2017-05-08T20:52:20Z | |
| date available | 2017-05-08T20:52:20Z | |
| date copyright | February 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A2%28295%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29989 | |
| description abstract | A rectangular plate element with rectangular cutouts was developed. The stiffness matrix of the element is formed by numerical integration in which the region of the cutout in the element is excluded during the integration process. The behavior of the newly developed element is very good, based upon comparisons with the results from a well‐established finite element program. This element can be used effectively and economically in the analysis of perforated shear walls, especially in the analysis of the integrated behavior of the entire structure. | |
| publisher | American Society of Civil Engineers | |
| title | Plate Element with Cutout for Perforated Shear Wall | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:2(295) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002 | |
| contenttype | Fulltext | |
