Seismic Performance Assessment of Built-Up High-Strength Steel Tubular Columns through Multiaxis Cyclic and Hybrid Simulation-Reference-Cited by-同舟云学术

Seismic Performance Assessment of Built-Up High-Strength Steel Tubular Columns through Multiaxis Cyclic and Hybrid Simulation

Published:2024-07 Issue:7 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hashemi M. Javad¹,Yazdi Hamidreza A.²,Heidarpour Amin³,Al-Mahaidi Riadh⁴^ORCID

Affiliation:

1. Associate Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia (corresponding author).

2. Formerly, Ph.D. Student, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

3. Associate Professor, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia.

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

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12847

Reference33 articles.

1. Multi-axis Substructure Testing System for Hybrid Simulation

2. Effects of heat input on the mechanical properties of butt-welded high and ultra-high strength steels

3. The effect of manufacturing process on the post-fire mechanical response of thin-walled ultra-high strength steel (Grade 1200) tubes

4. Mechanical properties of ultra-high strength (Grade 1200) steel tubes under cooling phase of a fire: An experimental investigation

5. Azhari F. X.-L. Zhao and C. Hutchinson. 2016. “Evaluating post-fire mechanical behavior of ultra-high strength (grade1200) steel tubes.” In Proc. Int. Conf. on Structures in Fire 2016 377–384. Lancaster PA: DEStech Publications.