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Analysis and Design of Noncompact and Slender CFT Beam-Columns

  • Published:2016-01 Issue:1 Volume:142 Page:
  • ISSN:0733-9445
  • Container-title:Journal of Structural Engineering
  • language:en
  • Short-container-title:J. Struct. Eng.

Author:

Lai Zhichao1,Varma Amit H.2,Griffis Lawrence G.3

Affiliation:

1. Postdoctoral Research Engineer, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (corresponding author).

2. Professor, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

3. President, Structures Division, Walter P. Moore and Associates, Inc., Austin, TX 78701.

Publisher

American Society of Civil Engineers (ASCE)

Reference31 articles.

1. ABAQUS 6.12 [Computer software]. Providence RI Dassault Systemes Simulia Corporation.

2. Slenderness limits for filled circular steel tubes

3. Local Buckling of the Steel Skin in Lightweight Composites Induced by Creep and Shrinkage

4. Chen, W. F., and Han, D. J. (2007). Plasticity for structural engineers, J. Ross, Plantation, FL.

5. New approach to AISC – interaction curve for square concrete filled tube (CFT) beam–columns
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