Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 1: Experimental Investigations-Reference-Cited by-同舟云学术

Behaviour of Ferritic Stainless Steel Bolted T‐stubs Under Tension‐Part 1: Experimental Investigations

Published:2021-09 Issue:2-4 Volume:4 Page:866-875
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

YAPICI Orhan,THEOFANOUS Marios¹,DIRAR Samir¹,YUAN Huanxin²

Affiliation:

1. University of Birmingham Birmingham U.K.

2. Wuhan University Wuhan China

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1372

Reference29 articles.

1. EN 1993-1-8. Eurocode 3:Design of steel structures – Part 1-8: Design of joints. CEN.2005.

2. ZoetemeijerP.A Design Method for the Tension Side of Statically Loaded Bolted Beam-to-Column Connections.HERON 2011974.

3. A limit state design method for the tension region of bolted beam-column connections;Packer JA;Struct Eng,1977

4. Moment‐Rotation Curves for Bolted Connections

5. FaellaC PilusoV RizzanoG.Reliability of Eurocode-3 Procedures for Predicting Beam-to-Column Joint Behaviour. Istanbul: Bogazici University Bebek;1995.

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