Experimental and Theoretical Studies of Hexagonal UHPC-Filled Double-Skin Steel Tubular Columns under Combined Compression and Bending-Reference-Cited by-同舟云学术

Experimental and Theoretical Studies of Hexagonal UHPC-Filled Double-Skin Steel Tubular Columns under Combined Compression and Bending

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shen Le¹^ORCID,Gao Han²,Yang Bo³,Chen Yu⁴,Elchalakani Mohamed⁵

Affiliation:

1. Research Fellow, Cluster of Engineering, Singapore Institute of Technology, 10 Dover Dr., Singapore 138683. ORCID: .

2. Master’s Candidate, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China.

3. Professor, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China (corresponding author).

4. Professor, College of Civil Engineering, Fuzhou Univ., Fujian 350108, China.

5. Assosiate Professor, School of Civil, Environmental, and Mining Engineering, Univ. of Western Australia (M051), 35 Stirling Highway, Perth 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13212

Reference32 articles.

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2. Seismic performance of rectangular ultra-high performance concrete filled steel tube (UHPCFST) columns

3. Composite action of hexagonal concrete-filled steel tubular stub columns under axial loading

4. Han, L. H., D. Lam, and D. A. Nethercot. 2019. Design guide for concrete-filled double skin steel tubular structures. Boca Raton, FL: CRC Press.

5. Performance-based design of 300 m vertical city;Hirakawa K.;Int. J. High-Rise Build.,2014