Equivalent-Resistance-Capacity-Method (ERCM) for the design of steel Elliptical-Hollow-Sections (EHSs) under axial compression-Reference-Cited by-同舟云学术

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Equivalent-Resistance-Capacity-Method (ERCM) for the design of steel Elliptical-Hollow-Sections (EHSs) under axial compression

Published:2019-12 Issue: Volume:22 Page:28-42
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Narendra Perumālla Venkata Rāma,Singh Konjengbam Darunkumar

Publisher

Elsevier BV

Subject

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

Reference90 articles.

1. Steel Tubes Pipes;STD.;Steel Tube Direct,2014

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

3. Hollow sections in structural applications;Wardenier,2010

4. S100–16C. Commentary on North American specification for the design of cold-formed steel structural members;AISI,2016

5. Architecturally exposed structural Steel: Specifications, connections, details;Boake,2015

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental, numerical and design investigations on the performance of axially-loaded ECFT stub columns with spherical-cap gaps;Structures;2022-12

2. Cross-sectional bending strength of steel Elliptical-Hollow-Sections (EHSs) based on Equivalent-Resistance-Capacity-Method (ERCM);Thin-Walled Structures;2020-12

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