Numerical Studies on the Buckling Behaviour of Cable-stiffened Steel Columns With Pin-connected Crossarm Systems-Reference-Cited by-同舟云学术

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Numerical Studies on the Buckling Behaviour of Cable-stiffened Steel Columns With Pin-connected Crossarm Systems

Published:2018-11 Issue: Volume:16 Page:36-44
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Li Pengcheng^ORCID,Liang Ce,Yuan Jun,Qiao Ke

Funder

National Natural Science Foundation of China

Fundamental and Frontier Research Project of Chongqing

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference19 articles.

1. A study on structural behaviors of beam string structure;Masao S,1985

2. Design, tests and realization of ‘suspen-dome’ system;Kawaguchi;J Int Assoc Shell Spat Struct,1990

3. Analysis and design of struts with tension ties;Chu;J Struct Div ASCE,1963

4. Optimum design of columns supported by tension ties;Mauch;J Struct Div ASCE,1967

5. Stability of multiple-crossarm prestressed stayed columns with additional stay systems;Lapira;Structures,2017

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