A new static–dynamic equivalence beam bending approach for the stability of a vibrating beam-Reference-Cited by-同舟云学术

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A new static–dynamic equivalence beam bending approach for the stability of a vibrating beam

Published:2019-06-04 Issue:10 Volume:28 Page:999-1009
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Chen Zhenyu¹,Zhao Qifeng¹,Lim C. W.¹

Affiliation:

1. Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong SAR, P.R. China

Funder

Council of the Hong Kong Special Administrative Region

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2019.1622823

Reference38 articles.

1. Analytical solutions for bending, buckling and vibration responses of carbon nanotube-reinforced composite beams resting on elastic foundation

2. A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation

3. Two-dimensional elasticity solutions for functionally graded beams resting on elastic foundations

4. L. D. Vinci, (15th century) Codex Madrid I and II, Codex Atlanticus and Codex Arundel.

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