Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(922)
Title: Nonlinear analysis of in-filled steel-concrete composite columns
Authors: Lakshmi, B.
Shanmugam, N.E. 
Keywords: Composite columns
Concrete
Nonlinear analysis
Steel
Issue Date: Jul-2002
Source: 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
URI: http://scholarbank.nus.edu.sg/handle/10635/65877
ISSN: 07339445
DOI: 10.1061/(ASCE)0733-9445(2002)128:7(922)
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