| contributor author | C. Y. Wang | |
| date accessioned | 2017-05-08T20:52:10Z | |
| date available | 2017-05-08T20:52:10Z | |
| date copyright | January 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A1%28161%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29883 | |
| description abstract | The buckling of a column, clamped at both ends and with an interior hinge is studied. It is shown that the buckling load of a column with an interior hinge depends on the location of the hinge. The optimum location of a hinge (for maximum buckling strength) is 21.9% of the total length from one end for a clamped-clamped column (a decrease of only 11% from the no-hinge load). For a clamped-pinned column, the optimal hinge location is 30.1% from the clamped end without any decrease in buckling load. | |
| publisher | American Society of Civil Engineers | |
| title | Optimum Location of an Interior Hinge on a Column | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:1(161) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001 | |
| contenttype | Fulltext | |
