Local Stability of Filled and Encased Steel SectionsSource: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010Author:H. D. Wright
DOI: 10.1061/(ASCE)0733-9445(1995)121:10(1382)Publisher: American Society of Civil Engineers
Abstract: The buckling of the component plates of structural sections may be avoided by ensuring that their breadth-to-thickness (
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| contributor author | H. D. Wright | |
| date accessioned | 2017-05-08T20:55:43Z | |
| date available | 2017-05-08T20:55:43Z | |
| date copyright | October 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A10%281382%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32093 | |
| description abstract | The buckling of the component plates of structural sections may be avoided by ensuring that their breadth-to-thickness ( | |
| publisher | American Society of Civil Engineers | |
| title | Local Stability of Filled and Encased Steel Sections | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:10(1382) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010 | |
| contenttype | Fulltext |