Experimental behaviour of non-seismical RWS connections with perforated beams under cyclic actions-Reference-Cited by-同舟云学术

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Experimental behaviour of non-seismical RWS connections with perforated beams under cyclic actions

Published:2021-08 Issue: Volume:183 Page:106756
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Tsavdaridis Konstantinos Daniel,Lau Chun Kit,Alonso-Rodríguez Andres

Funder

University of Leeds

Publisher

Elsevier BV

Subject

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

Reference33 articles.

1. Seismic Provisions for Structural Steel Buildings;American Insitute of Steel Consruction AISC,2016

2. Standard Test Methods for Tension Testing of Metallic Materials ASTM E8/E8M;American Society for Testing and Materials ASTM,2016

3. Specification for Structural Steel Beams with Web Openings SEI/ASCE 23–97;American Society of Civil Engineers ASCE,1999

4. Moment-Resistant Structure, Sustatiner and Method of Resisting Episodic Loads. US patent No 6012256;Ascheim,2000

5. Seismic behaviour of RWS moment connections to deep columns with European sections;Boushehri;J. Constr. Steel Res.,2019

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1. Capacity design assessment of composite reduced web section (RWS) connections;Engineering Structures;2024-10

2. Experimental and Numerical Tests on Beams with Web Openings Under Cyclic Loading;International Journal of Civil Engineering;2024-08-29

3. Numerical Investigation of the Beam Web Weakening Pattern Impact On the Seismic Behavior of the Steel Beam-Column Connection;Journal of Civil Engineering Researchers;2024-06-27

4. Influence of the local buckling of web on the bearing capacity of a castellated beam/composite beam under pure bending;Structures;2024-05

5. Cellular beam end-posts with two connection types, end notches and infill plates;Journal of Constructional Steel Research;2024-04

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