Cyclic Behavior of Four-Limbed Circular CFST Latticed Beam-Columns-Reference-Cited by-同舟云学术

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Cyclic Behavior of Four-Limbed Circular CFST Latticed Beam-Columns

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang You-Fu¹^ORCID,Fu Feng²^ORCID,Liu Min³

Affiliation:

1. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: .

2. Senior Lecturer, School of Science and Technology, City, Univ. of London, London EC1V 0HB, UK. ORCID: .

3. Lecturer, School of Civil Engineering, Liaoning Technical Univ., Fuxin 125105, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13073

Reference29 articles.

1. ABAQUS. 2014. ABAQUS standard user’s manual, version 6.14. Providence, RI: Dassault Systèmes Corporation.

2. Birtel V. and P. Mark. 2006. “Parameterised finite element modelling of RC beam shear failure.” In Proc. 19th Annual Int. ABAQUS Users’ Conf. 95–108. Providence RI: ABAQUS.

3. Contrast research on square and circular CFST laced columns pseudo-static test;Chen B.;Chin. Civ. Eng. J.,2014

4. Deng X. 2012. “Study on the seismic performance of concrete filled steel tubular lattice column.” Master’s dissertation School of Civil Engineering Central South Univ.

5. Restoring force characteristic model for bending moment–rotation angle relationship of concrete‐filled square steel tube beam‐columns

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