| contributor author | Ted T. Sokol, Jr. | |
| date accessioned | 2017-05-08T20:50:49Z | |
| date available | 2017-05-08T20:50:49Z | |
| date copyright | September 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A9%282097%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29081 | |
| description abstract | Determination of the feasibility of utilizing prefabricated, curved steel panels in the construction of tall cylindrical shells. A unique method of load testing curved panels was developed which allowed for the inclusion of actual elastic boundary conditions. A theoretical development is presented that includes both the effects of initial imperfections and eccentricity. The specific purpose of the research was to determine the buckling capacity of cold‐rolled, steel, curved panels and to investigate the effect stiffeners had on the buckling capacity. The research involved seventeen full scale tests on curved panels of 16, 14 and 12 gage thicknesses. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling of Eccentrically Loaded Curved Panels | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:9(2097) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009 | |
| contenttype | Fulltext | |
