Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections-Reference-Cited by-同舟云学术

Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections

Published:2016-05 Issue:5 Volume:142 Page:04016009
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Si-Wei¹,Bai Rui²,Chan Siu-Lai³,Liu Yao-Peng⁴

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China.

2. Research Assistant, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China.

3. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China (corresponding author).

4. Research Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001464

Reference29 articles.

1. AISC (American Institute of Steel Construction). (2011). “Specification for structural steel buildings.” Chicago.

2. Exact Stiffnesses for Tapered Members

3. Lateral–Torsional Buckling of Singly Symmetric Tapered Beams: Theory and Applications

4. An excursion into large rotations

5. Exact Bernoulli-Euler static stiffness matrix for a range of tapered beam-columns

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