| contributor author | Ilker Tutuncu | |
| contributor author | Thomas D. O’Rourke | |
| date accessioned | 2017-05-08T20:59:56Z | |
| date available | 2017-05-08T20:59:56Z | |
| date copyright | August 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9445%282006%29132%3A8%281234%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34855 | |
| description abstract | The compression behavior of cylindrical steel members is affected by geometric imperfections resulting from manufacturing, handling, and damage during installation and service. This paper summarizes the full-scale laboratory tests and the finite element simulations to quantify the effects of both small-scale global and large-scale local geometric imperfections on the compression behavior of nonslender cylindrical steel members. Systematic measurements of the small- and large-scale imperfections on 300- | |
| publisher | American Society of Civil Engineers | |
| title | Compression Behavior of Nonslender Cylindrical Steel Members with Small and Large-Scale Geometric Imperfections | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2006)132:8(1234) | |
| tree | Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008 | |
| contenttype | Fulltext | |
