Bending resistance of austenitic stainless steel hollow sections at elevated temperatures-Reference-Cited by-同舟云学术

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Bending resistance of austenitic stainless steel hollow sections at elevated temperatures

Published:2024-01 Issue: Volume:59 Page:105690
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Piloto Paulo A.G.,Mesquita Luís M.R.,Cruz Áureo A.T.,Lopes Nuno,Arrais Flávio,Real Paulo Vila

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Design of cold‐formed stainless steel tubular members. II: Beams;Rasmussen;J Struct Eng,1993

2. Fire testing and design of stainless steel structures;Gardner;J Constr Steel Res,2006

3. The Steel Construction Institute, Design Manual For Structural Stainless Steel, 3rd ed., n. April. The Steel Construction Institute, 2006.

4. CEN, "EN1993–1.2: 2005 - Eurocode 3: Design of steel structures - Part 1–2: General rules - Structural fire design", CEN- European Committee for Standardization. Brussels, 2005.

5. Temperature development in structural stainless steel sections exposed to fire;Gardner;Fire Saf J,2006

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