Derivative of Buckling Load with Respect to Support Locations-Reference-Cited by-同舟云学术

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Derivative of Buckling Load with Respect to Support Locations

Published:2000-06 Issue:6 Volume:126 Page:559-564
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Liu Zhong-Sheng¹²³,Hu Hai-Chang¹²³,Huang Cheng¹²³

Affiliation:

1. Assoc. Res. Ofcr., Innovation Ctr., National Research Council of Canada, 3250 East Mall, Vancouver, B.C., Canada V6T 1W5.

2. Prof., Dept. of Mechanics, Jilin Univ. of Technology, Changchun 130022, China.

3. PhD Student, Innovation Ctr., National Research Council of Canada, 3250 East Mall, Vancouver, B.C., Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A6%28559%29

Reference12 articles.

1. Akesson B. and Olhoff N. (1988). “Minimum stiffness of optimally located supports for maximum value of beam eigenfrequencies.” J. of Sound and Vib. 120(3) 457–463.

2. Bojczuk D. and Mroz Z. (1998). “On optimal design of supports in beam and frame structures.” Struct. Optimization 16(1) 47–57.

3. Chen S.-H. Liu Z.-S. Shao C.-S. and Zhao Y.-Q. (1993). “Perturbation analysis of vibration modes with close frequencies.” Communication in Numer. Methods in Engrg. 9(5) 427–438.

4. Liu Z.-S. Hu H.-C. and Wang D.-J. (1996). “A new method for eigenvalue sensitivity with respect to support locations.” AIAA J. 34(4) 864–866.

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