Improved system buckling analysis of effective lengths of girder and tower members in steel cable-stayed bridges-Reference-Cited by-同舟云学术

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Improved system buckling analysis of effective lengths of girder and tower members in steel cable-stayed bridges

Published:2009-07 Issue:13-14 Volume:87 Page:847-860
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Yoo Hoon,Choi Dong-Ho

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference26 articles.

1. LRFD bridge design specifications;AASHTO,2007

2. Fully nonlinear analysis of composite girder cable-stayed bridges;Adeli;Comput Struct,1995

3. Manual of steel construction—Load and Resistance Factor Design;AISC,2001

4. Effective length and notional load approaches for assessing frame stability;ASCE,1997

5. Finite element procedures;Bathe,1996

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1. Mechanical Performance Analysis and Parametric Study of the Transition Section of a Hybrid Cable-Stayed Suspension Bridge;Buildings;2024-06-14

2. Ultimate strength of light-rail hybrid cable-stayed bridge including concrete tension softening effect;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2024-06-10

3. Analytical assessment of the full-bridge response to the vertical live load: An algorithm for hybrid cable-stayed suspension bridges;Advances in Structural Engineering;2023-10-11

4. Analytical algorithm for the full-bridge response of hybrid cable-stayed suspension bridges under a horizontal transverse live load;Structures;2023-07

5. A New Technique for Calculating the Effective Length Factor of the Tower in Cable-Stayed Bridge;International Journal of Structural Stability and Dynamics;2023-01-18

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