Structural Investigation of Shear Performance of Square CFST Column Joints with Extended Hollo-Bolts-Reference-Cited by-同舟云学术

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Structural Investigation of Shear Performance of Square CFST Column Joints with Extended Hollo-Bolts

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Debnath Partha Pratim¹^ORCID,Chan Tak-Ming²^ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12813

Reference47 articles.

1. Load-carrying capacity of axially loaded concrete-filled steel tubular columns made of thin tubes

2. Tensile behaviour of anchored blind bolts in concrete filled square hollow sections

3. Tensile Behavior of Groups of Anchored Blind Bolts within Concrete-Filled Steel Square Hollow Sections

4. Ajax. 2002. ONESIDE brochure B-N012 data sheet. Melbourne, VIC, Australia: AJAX Engineered Fasteners.

5. Analysis of Extended Hollo-Bolt connections: Combined failure in tension

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