^ Effect of Key Parameters on Strength of In-filled Steel-concrete Composite Columns | Structurae
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Effect of Key Parameters on Strength of In-filled Steel-concrete Composite Columns

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 5
Page(s): 217-239
DOI: 10.1142/s0219455405001520
Abstract:

This paper is concerned with the detailed study on the behavior of steel tubular columns in-filled with concrete. Moment–curvature–thrust relationships are generated for column cross-sections by an iterative process. Nonlinear equilibrium equations which include geometric and material nonlinearities are solved by an incremental-iterative numerical scheme based on generalized displacement control (GDC) method. The analytical model is used to investigate the effect of various parameters that could influence the behavior and ultimate load. Column end restraints are also considered as one of the parameters. The variables selected for the study cover a wide range of parameters arising from various loading conditions and column geometries.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455405001520.
  • About this
    data sheet
  • Reference-ID
    10353230
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019