Exact Buckling Solutions For Rectangular Plates Under Intermediate and End Uniaxial Loads-Reference-Cited by-同舟云学术

Exact Buckling Solutions For Rectangular Plates Under Intermediate and End Uniaxial Loads

Published:2003-07 Issue:7 Volume:129 Page:835-838
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Xiang Y.¹,Wang C. M.²,Kitipornchai S.³

Affiliation:

1. Associate Professor, School of Engineering and Industrial Design and Centre for Construction Technology and Research, Univ. of Western Sydney, Penrith South DC, NSW 1797, Australia.

2. Professor, Dept. of Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260.

3. Chair Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A7%28835%29

Reference8 articles.

1. Braun M. (1993). Differential equations and their applications . 4th Ed. Springer New York.

2. Column Research Committee of Japan (CRCJ). (1970). Handbook of structural stability Corona Tokyo.

3. THE INFLUENCE OF COMBINED CONCENTRATED AND DISTRIBUTED FOLLOWER FORCES ON THE EIGENSOLUTIONS OF A SPINNING BEAM

4. Timoshenko S. P. and Gere J. M. (1960). Theory of elastic stability McGraw-Hill New York 54–56.

5. Stability criteria for Timoshenko columns with intermediate and end concentrated axial loads

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