Effects of Engesser’s and Haringx’s Hypotheses on Buckling of Timoshenko and Higher-Order Shear-Deformable Columns-Reference-Cited by-同舟云学术

Effects of Engesser’s and Haringx’s Hypotheses on Buckling of Timoshenko and Higher-Order Shear-Deformable Columns

Published:2018-01 Issue:1 Volume:144 Page:04017150
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Li Xian-Fang¹,Lee Kang Yong²

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, P.R. China.

2. Professor, State Key Laboratory of Structural Analysis for Industrial Equipment and Dept. of Engineering Mechanics, Dalian Univ. of Technology, Dalian 116024, P.R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001363

Reference47 articles.

1. Natural frequencies of Timoshenko beams under compressive axial loads

2. Elastic buckling of columns with end restraint effects

3. Dynamic stability of shear-flexible beck’s columns based on Engesser’s and Haringx’s buckling theories

4. A general solution for dynamic response of axially loaded non-uniform Timoshenko beams

5. A Correlation Study of Formulations of Incremental Deformation and Stability of Continuous Bodies

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