Out-of-plane buckling strength of free standing singly symmetric hollow pinned circular arches-Reference-Cited by-同舟云学术

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Out-of-plane buckling strength of free standing singly symmetric hollow pinned circular arches

Published:2021-11 Issue: Volume:186 Page:106914
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Rakici Salih Can,Menkulasi Fatmir

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. I-94 modernization project update;MDOT,2017

2. Guide to Stability Design Criteria for Metal Structures;Ziemian,2010

3. Ultimate strength formula for steel arches;Sakimoto;J. Struct. Eng. ASCE,1983

4. Out-of-plane inelastic buckling and strength of steel arches;Pi;J. Struct. Eng.,1998

5. Out-plane elastic-plastic buckling strength of high-strength steel arches;Bradford;J. Struct. Eng.,2018

Cited by 4 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. Flexural–torsional buckling of steel circular arches with I-section under central concentrated load in elevated-temperature environment;Thin-Walled Structures;2024-03

2. Structural Behavior of a Fixed-End Arched Cellular Steel Beam without Lateral Support;Buildings;2024-01-15

3. Experimental and numerical investigations on flexural–torsional buckling of roller bent steel I-section arches;Thin-Walled Structures;2023-06

4. Buckling lengths of steel circular arches respecting non-uniform arch axial forces;Thin-Walled Structures;2022-11

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