Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes-Reference-Cited by-同舟云学术

Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes

Published:2022-12 Issue:12 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Farahi Mojtaba¹^ORCID,Heidarpour Amin²^ORCID,Lignos Dimitrios G.³^ORCID,Zhao Xiao-Ling⁴^ORCID,Al-Mahaidi Riadh S.⁵

Affiliation:

1. Ph.D. Graduate, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia. ORCID: .

3. Associate Professor, Resilient Steel Structured Laboratory, School of Architecture, Civil Environmental Engineering, École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne 1015, Switzerland. ORCID: .

4. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong ZS1218, China. ORCID: .

5. Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003493

Reference41 articles.

1. Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands

2. Denavit, M. D., and J. F. Hajjar. 2014. Characterization of behavior of steel-concrete composite members and frames with application for design. Newmark structural laboratory report series. Urbana, IL: Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign.

3. Denavit M. D. J. F. Hajjar R. T. Leon and T. Perea. 2015. “Advanced analysis and seismic design of concrete-filled steel tube structures.” In Proc. Structures Congress 972–983. Chicago: AISC.

4. Full-Scale Testing of Deep Wide-Flange Steel Columns under Multiaxis Cyclic Loading: Loading Sequence, Boundary Effects, and Lateral Stability Bracing Force Demands

5. Developing Representative Dual Loading Protocols for the Columns of Steel Special Moment Frames based on the Seismic Demands on These Members

Cited by 5 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. Seismic Performance Assessment of Built-Up High-Strength Steel Tubular Columns through Multiaxis Cyclic and Hybrid Simulation;Journal of Structural Engineering;2024-07

2. Torsional behaviour and working mechanism of concrete-filled galvanized helical corrugated steel tubes;Journal of Constructional Steel Research;2024-01

3. Hysteretic performance of circular high-strength concrete-filled double skin steel tubular columns: Experiment;Marine Structures;2024-01

4. Seismic behavior of circular-in-square concrete-filled high-strength double skin steel tubular stub columns with out-of-code B/t ratios;STEEL COMPOS STRUCT;2023

5. Experimental and analytical research on seismic performance of ECC-filled high-strength double skin steel tubular columns with out-of-code D/t ratios;Ocean Engineering;2023-07