A State-Space Method for Vibration of Double-Beam Systems with Variable Cross Sections-Reference-Cited by-同舟云学术

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A State-Space Method for Vibration of Double-Beam Systems with Variable Cross Sections

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Li Yongxue¹^ORCID,Guo Hui²,Xiong Feng³,Xie Lingzhi³,Gong Jian²,Sun Lizhi⁴^ORCID

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Sichuan Univ., Chengdu 610065, China. ORCID: .

2. Graduate Student, Dept. of Civil Engineering, Sichuan Univ., Chengdu 610065, China.

3. Professor, Dept. of Civil Engineering, Sichuan Univ., Chengdu 610065, China.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7723

Reference36 articles.

1. Vibration analysis of composite sandwich beams with viscoelastic core by using differential transform method

2. Bending analysis of elastically connected Euler–Bernoulli double-beam system using the direct boundary element method

3. Exact solutions of steady-state dynamic responses of a laminated composite double-beam system interconnected by a viscoelastic layer in hygrothermal environments

4. Closed-form solutions for forced vibrations of a cracked double-beam system interconnected by a viscoelastic layer resting on Winkler–Pasternak elastic foundation

5. A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer;Han F.;Appl. Math. Modell.,2020

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