Please use this identifier to cite or link to this item:
|Title:||Nonlinear analysis of in-filled steel-concrete composite columns|
|Citation:||Lakshmi, B., Shanmugam, N.E. (2002-07). Nonlinear analysis of in-filled steel-concrete composite columns. Journal of Structural Engineering 128 (7) : 922-933. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(922)|
|Abstract:||A semianalytical method to predict the behavior of in-filled columns is presented in this paper. Moment-curvature-thrust relationships are generated for column cross sections by an iterative process. Nonlinear equilibrium equations resulting from geometric and material nonlinearities are solved by an incremental-iterative numerical scheme based on the generalized displacement control method. Square, rectangular, and circular cross sections of compact steel tubes filled with concrete are considered in the analysis. The columns are pin-ended and subjected to uniaxial or biaxial loading. The accuracy of the proposed analytical method is established by comparing the results with the corresponding experimental values.|
|Source Title:||Journal of Structural Engineering|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Jul 13, 2018
WEB OF SCIENCETM
checked on Jun 11, 2018
checked on Jun 22, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.