| contributor author | C. M. Wang | |
| contributor author | C. Y. Wang | |
| contributor author | I. M. Nazmul | |
| date accessioned | 2017-05-08T22:40:03Z | |
| date available | 2017-05-08T22:40:03Z | |
| date copyright | April 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9399%282003%29129%3A4%28468%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85726 | |
| description abstract | Presented herein are exact stability criteria for Euler columns under intermediate and end concentrated axial loads. The stability criteria cover all combinations of classical boundary conditions, arbitrary location of the intermediate concentrated load, and ratios of the magnitude of the intermediate load to the end load. Also included is the buckling problem of a new class of Euler columns where one segment is in tension while the other segment in compression. | |
| publisher | American Society of Civil Engineers | |
| title | Stability Criteria for Euler Columns with Intermediate and End Axial Loads | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2003)129:4(468) | |
| tree | Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 004 | |
| contenttype | Fulltext | |