Stability of Single-Bolted Thin-Walled Steel Angle Members with Stochastic Imperfections-Reference-Cited by-同舟云学术

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Stability of Single-Bolted Thin-Walled Steel Angle Members with Stochastic Imperfections

Published:2021-08 Issue:8 Volume:147 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fasoulakis Zacharias¹^ORCID,Vamvatsikos Dimitrios²^ORCID,Papadopoulos Vissarion³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, National Technical Univ. of Athens, Athens 15780, Greece (corresponding author). ORCID: .

2. Associate Professor, School of Civil Engineering, National Technical Univ. of Athens, Athens 15780, Greece. ORCID: .

3. Professor, School of Civil Engineering, National Technical Univ. of Athens, Athens 15780 Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003061

Reference55 articles.

1. Strength enhancements in cold-formed structural sections — Part I: Material testing

2. Reliability Analysis and Full-Scale Testing of Transmission Tower

3. Experimental and Numerical Investigation on Thin-Walled Single and Starred Angle Sections Under Compression

4. Bendat, J. S., and A. G. Piersol. 1986. Random data, analysis and measurement procedures. New York: Wiley.

5. Buckling Strength of Single Angle Struts Part 3: Cross-Bracing in Tower Structure

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1. Imperfections in thin-walled steel profiles with modified cross-sectional shapes - Current state of knowledge and preliminary studies;STEEL COMPOS STRUCT;2024

2. Single angle steel member damage under static and fatigue axial tension loads;Structures;2023-07

3. Risk assessment of rehabilitation strategies for steel lattice telecommunication towers of Greece under extreme wind hazard;Engineering Structures;2022-09

4. Resistances of high-strength steel equal-leg-angle section columns eccentrically connected by one leg;Journal of Constructional Steel Research;2022-04

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