Equivalent bow imperfections for use in design by second order inelastic analysis-Reference-Cited by-同舟云学术

Equivalent bow imperfections for use in design by second order inelastic analysis

Published:2020-08 Issue: Volume:26 Page:670-685
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Walport F.^ORCID,Gardner L.^ORCID,Nethercot D.A.

Publisher

Elsevier BV

Subject

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

Reference51 articles.

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2. EN 1993-1-5. 2009. Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements. Brussels: CEN; 2009.

3. EN 1993-1-1. 2005. Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings. Brussels: CEN; 2005.

4. Single equation for SSRC column strength curves;Rondal;J Struct Division (ASCE),1979

5. Mise En Equation Des Nouvelles Courbes Europeennes De Flambement;Maquoi;Construction Metallique,1978

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