Train-Induced Dynamic Behavior and Fatigue Analysis of Cable Hangers for a Tied-Arch Bridge Based on Vector Form Intrinsic Finite Element
| Author(s): |
Y. F. Duan
(College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310000, P. R. China)
S. K. Wu (College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310000, P. R. China) S. M. Wang (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom Kowloon, Hong Kong S.A.R.) J. D. Yau (Department of Architecture, Tamkang University, New Taipei City, 222, Taiwan) Y. Q. Ni (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom Kowloon, Hong Kong S.A.R.) C. B. Yun (College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310000, P. R. China) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Structural Stability and Dynamics, May 2022, n. 12, v. 22 |
| DOI: | 10.1142/s021945542250136x |
- About this
data sheet - Reference-ID
10679785 - Published on:
18/06/2022 - Last updated on:
23/09/2022
Structurae cooperates with
