Cross-sectional bending strength of steel Elliptical-Hollow-Sections (EHSs) based on Equivalent-Resistance-Capacity-Method (ERCM)-Reference-Cited by-同舟云学术

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Cross-sectional bending strength of steel Elliptical-Hollow-Sections (EHSs) based on Equivalent-Resistance-Capacity-Method (ERCM)

Published:2020-12 Issue: Volume:157 Page:106947
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Narendra Perumālla Venkata Rāma,Singh Konjengbam Darunkumar

Funder

Hong Kong Polytechnic University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference107 articles.

1. Steel Tube Direct,2014

2. Design Guide for Hollow Structural Section Connections;Packer,1992

3. Hollow Sections in Structural Applications;Wardenier,2010

4. AISI S100-16C, Commentary on North American Specification for the Design of Cold-Formed Steel Structural Members,2016

5. Architecturally Exposed Structural Steel: Specifications, Connections, Details;Boake,2015

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