Finite element formulation for earthquake analysis of single-span beams involving forced deformation caused by multi-support motions-Reference-Cited by-同舟云学术

Finite element formulation for earthquake analysis of single-span beams involving forced deformation caused by multi-support motions

Published:2015-02 Issue:2 Volume:29 Page:461-469
ISSN:1738-494X
Container-title:Journal of Mechanical Science and Technology
language:en
Short-container-title:J Mech Sci Technol

Author:

Kim Yong-Woo

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://link.springer.com/content/pdf/10.1007/s12206-015-0106-1.pdf

Reference10 articles.

1. R. D. Mindlin and L. E. Goodman, Beam vibrations with time-dependent boundary conditions, Journal of Applied Mechanics, ASME (1950) 377–380.

2. R. W. Clough and J. Penzien, Dynamics of structures, Second Edition, McGraw-Hill, Singapore (1993).

3. A. K. Chopra, Dynamics of structures: Theory and application to earthquake engineering, Prentice Hall, USA (1995).

4. S. F. Masri, Response of beam to propagating boundary excitation, Earthquake Engineering and Structural Dynamics, 4 (1976) 497–509.

5. A. M. Abdel-Ghaffar and J. D. Rood, Simplified earthquake analysis of suspension bridge towers, Journal of the Engineering Mechanics Division, ASCE, 108 EM2 (1982) 291–302.

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