| contributor author | A. J. Davids | |
| contributor author | G. J. Hancock | |
| date accessioned | 2017-05-08T20:51:48Z | |
| date available | 2017-05-08T20:51:48Z | |
| date copyright | October 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A10%282281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29674 | |
| description abstract | The results of compression tests of long, welded I‐section columns composed of slender plates of high tensile steel are described. Tests of concentrically loaded specimens are compared with a finite strip nonlinear analysis model for predicting the elastic interaction of local and overall buckling of thinwalled columns. Tests of concentrically and eccentrically loaded specimens are compared with the proposed AISC Load and Resistance Factor Design method for columns with slender cross sections. The column strengths are also compared with those of compact columns of equivalent weight to demonstrate the economies available for columns with slender cross sections. | |
| publisher | American Society of Civil Engineers | |
| title | Compression Tests of Long Welded I‐section Columns | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:10(2281) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010 | |
| contenttype | Fulltext | |