A nonlinear FE formulation for elastic buckling and post-buckling analysis of pre-stressed stayed columns with bonded/un-bonded cable stays-Reference-Cited by-同舟云学术

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A nonlinear FE formulation for elastic buckling and post-buckling analysis of pre-stressed stayed columns with bonded/un-bonded cable stays

Published:2024-06 Issue: Volume:199 Page:111760
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhang Fengping^ORCID,Kim Moon-Young^ORCID

Funder

NRF

Publisher

Elsevier BV

Reference32 articles.

1. Cable-stayed columns and their applications in building structures;Krishnan;J. Build. Eng.,2020

2. Analysis and design of struts with tension ties;Chu;J. Struct. Division,1963

3. Buckling of a single-crossarm stayed column;Smith;J. Struct. Division,1975

4. Pretensioning of single-crossarm stayed columns;Hafez;J. Struct. Division,1979

5. Buckling of stayed columns;Temple;J. Struct. Division,1977

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1. Digital twin method for intelligent lifting of cable structures under multi-collaborative mode;Thin-Walled Structures;2024-12

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