DISCUSSIONS AND CLOSURES
Dec 1, 2001
Closed-Form Solution for Reinforced Timoshenko Beam on Elastic Foundation
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VIEW THE REPLYAuthors: Hideaki Tanahashi and Jian-Hua YinAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 127, Issue 12
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References
1.
Tanahashi, H. ( 1994). “Probability-based prediction of differential settlements of structures using Timoshenko beam on Pasternak model.” Soils and Foundations, 34(1), 77–89.
2.
Kerr, A. D. ( 1964). “Elastic and viscoelastic foundation models.” J. Appl. Mech., 31, 491–498.
3.
Kerr, A. D. (1985). “Discussion of `Beam elements on two-parameter elastic foundations,' by Arnold D. Kerr.”J. Engrg. Mech, ASCE, 111(4), 587–588.
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Published online: Dec 1, 2001
Published in print: Dec 2001
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Hideaki Tanahashi
Jian-Hua Yin
Prof., Dept. of Environmental Design, Kyoto Prefectural Univ., Hangi-cho, Shimogamo, Sakyo-ku, Kyoto 606-8522, Japan.
Assoc. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong. E-mail: CEJHYIN@ POLYU.EDU.HK
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