Behavior of novel CFST circular column-to-foundation connections under cyclic loading-Reference-Cited by-同舟云学术

Behavior of novel CFST circular column-to-foundation connections under cyclic loading

Published:2020-10 Issue: Volume:221 Page:111051
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Khateeb Baha M.,Siddiqui Nadeem A.,Almusallam Tarek H.,Abbas Husain,Al-Salloum Yousef A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Abbas, H., Al-Salloum, Y.A., Alsayed, S.H. and Alhaddad, M.S. (2013). “System for improving fire endurance of concrete-filled steel tubular columns.” United States patent: US 8,484,915 B1, Jul. 16.

2. Theoretical stress-strain model for confined concrete;Mander;J Struct Eng,1988

3. Physical tests and analyses of composite steel-concrete beam-columns;Mirza;J Struct Eng,1996

4. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthquake Eng Eng Seismology,2003

5. Analysis of steel-reinforced concrete-filled-steel tubular (SRCFST) columns under cyclic loading;Chang;Constr Build Mater,2012

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Optimum embedment depths for CFST column-to-foundation connections: Analytical and reliability-based approach;Journal of Building Engineering;2024-08

2. Seismic behavior of precast CFST double-column piers with various connection types;Journal of Constructional Steel Research;2024-04

3. Experimental investigation on seismic performance of an enhanced embedded base for CFST columns;Engineering Structures;2024-02

4. Experimental hysteretic behavior of CFST column-foundation connections with novel detailing in embedded region;Structures;2024-01

5. Nonlinear parametric assessment of modular prefabricated steel-reinforced concrete composite column subjected to earthquake loading;Journal of Building Engineering;2023-06