Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns-Reference-Cited by-同舟云学术

Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns

Published:2020-02 Issue: Volume:204 Page:109902
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Fangying,Zhao Ou,Young Ben

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Slenderness limits for fabricated S960 ultra-high-strength steel and composite columns;Li;J Constr Steel Res,2019

2. Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns;Sun;J Constr Steel Res,2019

3. Experimental investigation on the local buckling behavior of 960 MPa high strength steel welded section stub columns;Shi;Adv Struct Eng,2015

4. Experimental investigation on stub-column behavior of cold-formed high-strength steel tubular sections;Ma;J. Struct. Eng. (ASCE),2015

5. EN 1993-1-12. Eurocode 3: Design of steel structures – Part 1–12: Additional rules for the extension of EN 1993 up to steel grades S 700. Brussels (Belgium): CEN; 2007.

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