| contributor author | J. L. Peng | |
| contributor author | A. D. E. Pan | |
| contributor author | W. F. Chen | |
| date accessioned | 2017-05-08T20:57:56Z | |
| date available | 2017-05-08T20:57:56Z | |
| date copyright | March 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9445%282001%29127%3A3%28256%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33564 | |
| description abstract | This paper presents a derivation of exact expressions of moment-curvature relations of a circular tubular section. On the basis of these expressions and the observed behavior of full-scale specimens, an approximate method of second-order inelastic analysis applicable to pinned supported columns and modular falsework frames is presented. The approximate method is used to obtain load-deflection curves, and in the solution procedure, a set of simultaneous nonlinear equations is solved using MATHCAD. The load-deflection curves compare well with experimental results, and their application is helpful for verifying the quality of the modular tubular falsework units used in construction. | |
| publisher | American Society of Civil Engineers | |
| title | Approximate Analysis Method for ModularTubular Falsework | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2001)127:3(256) | |
| tree | Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003 | |
| contenttype | Fulltext | |