Structural performance of CHS X-joints fabricated from high-strength steel-Reference-Cited by-同舟云学术

Structural performance of CHS X-joints fabricated from high-strength steel

Published:2018-11 Issue:4 Volume:11 Page:278-285
ISSN:1867-0520
Container-title:Steel Construction
language:de
Short-container-title:

Author:

Lee Cheol-Ho¹,Kim Seon-Hu¹

Affiliation:

1. Seoul National University; Department of Architecture & Architectural Engineering; Room No. 420, Bldg. No. 39 08826 Gwanak-ro 1, Gwanak-gu, Seoul South Korea

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/stco.201800021/fullpdf

Reference18 articles.

1. CEN: Eurocode 3: Design of steel structures - Part 1.1: General rules and rules for buildings Brussels European Committee for Standardization 2005

2. Flexural strength and rotation capacity of I-shaped beams fabricated from 800-MPa steel;Lee;Journal of Structural Engineering,2013

3. Strength and residual stress evaluation of stub columns fabricated from 800 MPa high-strength steel;Kim;Journal of Constructional Steel Research,2014

4. AWS (American Welding Society) Specification for low-alloy steel electrodes for flux cored arc welding, AWS A5.29/A5.29M 2010

5. Experimental and numerical study of cold-formed high-strength steel CHS X-joints;Lee;Journal of Structural Engineering,2017

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