Recommendation on block shear strength equation of double shear four-bolted connection in cold-formed mild carbon steel-Reference-Cited by-同舟云学术

Recommendation on block shear strength equation of double shear four-bolted connection in cold-formed mild carbon steel

Published:2021-10 Issue: Volume:33 Page:3713-3735
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Kim JunSu,Cho YongHyun^ORCID,Kim TaeSoo

Funder

Korea Ministry of Trade Industry and Energy

NRF

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference39 articles.

1. Architectural Institute of Korea (AIK), Structural Design Code and Commentary of Cold-Formed Steel, AIK, Seoul ; 1999 (in Korean).

2. Architectural Institute of Japan(AIJ), Recommendations for the Design and Fabrication of Light Weight Steel Structures, AIJ, Tokyo; 1985(in Japanese).

3. American Iron and Steel Institute(AISI), Specification for the design of cold-formed steel structural members, AISI, USA; 1989.

4. Tests on bolted connections in light gage steel;Winter;J Struct Div,1956

5. American Iron and Steel Institute(AISI), North American Specification for the Design of Cold Formed Steel Structural Members, AISI S100-16, Washington D.C., USA; 2016.

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