Strength and residual stress evaluation of stub columns fabricated from 800MPa high-strength steel-Reference-Cited by-同舟云学术

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Strength and residual stress evaluation of stub columns fabricated from 800MPa high-strength steel

Published:2014-11 Issue: Volume:102 Page:111-120
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kim Dae-Kyung,Lee Cheol-Ho,Han Kyu-Hong,Kim Jin-Ho,Lee Seung-Eun,Sim Hyoung-Bo

Funder

Ministry of Land, Transport and Maritime Affairs, Korea

Publisher

Elsevier BV

Subject

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

Reference14 articles.

1. Slenderness limits for high-strength steel sections;Rasmussen;J Constr Steel Res,1992

2. High-strength steel: implications of material and geometric characteristics on inelastic flexural behavior;Ricles;J Eng Struct,1998

3. Slenderness limits and ductility of high strength steel sections;Sivakumaran;J Constr Steel Res,1998

4. Flexural strength and rotation capacity of I-shaped beams fabricated from 800-MPa steel;Lee;J Struct Eng,2013

5. Specification for structural steel buildings,2010

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