Unstrained length-based methods determining an optimized initial shape of 3-dimensional self-anchored suspension bridges-Reference-Cited by-同舟云学术

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Unstrained length-based methods determining an optimized initial shape of 3-dimensional self-anchored suspension bridges

Published:2019-06 Issue: Volume:217 Page:18-35
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Kim Moon-Young,Jung Myung-Rag,Attard Mario M.

Funder

Ministry of Education

Publisher

Elsevier BV

Subject

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

Reference18 articles.

1. Some modeling aspects in the nonlinear finite element analysis of cable supported bridges;Karoumi;Comput Struct,1999

2. Nonlinear shape-finding analysis of a self-anchored suspension bridge;Kim;Eng Struct,2002

3. Flexible bridge decks suspended by cable nets. A constrained form finding approach;Quagliaroli;Int J Solids Struct,2013

4. Analysis of target configurations under dead loads for cable-supported bridges;Kim;Comput Struct,2001

5. Improved methods for determining the 3 dimensional initial shapes of cable-supported bridges;Kim;Steel Struct,2014

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4. Forward iterative algorithm for fabrication geometry of steel girders in cable-stayed bridges;Structure and Infrastructure Engineering;2024-05-07

5. Evolution of suspension bridge structural systems, design theories, and shape-finding methods: A literature survey;Journal of Traffic and Transportation Engineering (English Edition);2024-04

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