A stiffness reduction method for the in-plane design of stainless steel members and frames according with EN 1993-1-4-Reference-Cited by-同舟云学术

A stiffness reduction method for the in-plane design of stainless steel members and frames according with EN 1993-1-4

Published:2022-02 Issue: Volume:253 Page:113740
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

González-de-León Isabel,Arrayago Itsaso,Real Esther,Mirambell Enrique

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. The continuous strength method for structural stainless steel design;Afshan;Thin-Walled Struct,2013

2. Material and local buckling response of ferritic stainless steel sections;Bock;Thin-walled Struct,2015

3. Structural response and continuous strength method design of slender stainless steel cross-sections;Zhao;Eng Struct,2017

4. Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns;Arrayago;J Constr Steel Res,2017

5. American Society of Civil Engineers (ASCE). SEI/ASCE 8-02. Specification for the design of cold-formed stainless steel structural members. Reston, USA; 2002.

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