Statistical Analysis of Flexural-Buckling-Resistance Models for High-Strength Steel Columns-Reference-Cited by-同舟云学术

Statistical Analysis of Flexural-Buckling-Resistance Models for High-Strength Steel Columns

Published:2020-02 Issue:2 Volume:146 Page:04019210
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sabau Gabriel¹^ORCID,Lagerqvist Ove²,Baddoo Nancy³

Affiliation:

1. Ph.D. Student, Dept. of Civil, Environmental and Natural Resources Engineering, Luleå Univ. of Technology, Luleå 971 87, Sweden (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Environmental and Natural Resources Engineering, Luleå Univ. of Technology, Luleå 971 87, Sweden.

3. Associate Director, Steel Construction Institute, Silwood Park, Ascot SL5 7QN, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002529

Reference37 articles.

1. Why Aren't Advanced High-Strength Steels More Widely Used?: Stakeholder Preferences and Perceived Barriers to New Materials

2. Editorial

3. Residual stress of 460 MPa high strength steel welded i section: Experimental investigation and modeling

4. Experimental investigation of the overall buckling behaviour of 960MPa high strength steel columns

5. The European column curves;Beer H.;Constr. Métallique,1975

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