FE Analysis of Suspension Bridges Based on Extended Deflection Theories with Extensible Hangers and Floating Girders-Reference-Cited by-同舟云学术

FE Analysis of Suspension Bridges Based on Extended Deflection Theories with Extensible Hangers and Floating Girders

Published:2024-01-26 Issue:4 Volume:28 Page:1350-1366
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Zhang Fengping^ORCID,Jung Myung-Rag^ORCID,Kim Moon-Young^ORCID

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s12205-024-1982-7.pdf

Reference21 articles.

1. Abdel-Ghaffar AM (1976) Dynamic analyses of suspension bridge structures (No. EERL-76-01 Final Rpt.). Earthquake Engineering Research Laboratory, California Institute of Technology

2. Choi DH, Gwon SG (2015) Effects of hanger extensibility on responses of suspension bridges. IABSE Conference, Nara 2015: Elegance in structures (IABSE Reports) 104:70–71, DOI: https://doi.org/10.2749/222137815815773981

3. Choi DH, Gwon SG, Yoo H, Na HS (2013) Nonlinear static analysis of continuous multi-span suspension bridges. International Journal of Steel Structures 13(1):103–115, DOI: https://doi.org/10.1007/s13296-013-1010-0

4. Clemente P, Nicolosi G, Raithel A (2000) Preliminary design of very long-span suspension bridges. Engineering Structures 22(12):1699–1706, DOI: https://doi.org/10.1016/S0141-0296(99)00112-1

5. Del Arco DC, Aparicio AC (2001) Preliminary static analysis of suspension bridges. Engineering Structures 23(9):1096–1103, DOI: https://doi.org/10.1016/S0141-0296(01)00009-8

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1. Extended Deflection Theories of Self-anchored Suspension Bridges with Extensible Hangers and Floating Girders;KSCE Journal of Civil Engineering;2024-05-31