| contributor author | C. Y. Wang | |
| contributor author | C. M. Wang | |
| contributor author | Tun Myint Aung | |
| date accessioned | 2017-05-08T22:40:18Z | |
| date available | 2017-05-08T22:40:18Z | |
| date copyright | November 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9399%282004%29130%3A11%281373%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85849 | |
| description abstract | The buckling problem of a column weakened at an interior location is studied for the first time. The weakness is modeled by a rotationally restrained junction. Exact buckling load values are obtained for the weakened column with various end conditions. Depending on the end conditions of the column, the buckling loads show sensitivity (and insensitivity) to junction location and rotational stiffness. The optimum location of the junction could be at the midpoint, at the ends, or somewhere in between. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling of a Weakened Column | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2004)130:11(1373) | |
| tree | Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 011 | |
| contenttype | Fulltext | |
