Experimental study on reduced I-beam to CFRST column joints under cyclic loading
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference33 articles.
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3. Elastoplastic behavior of panel zone in steel beam-to-concrete filled steel tube column moment connections;Morita;J. Struct. Eng.,2005
4. Load-deformation characteristics and performance of internal diaphragm connections to box columns;Doung;Thin-Walled Struct.,2019
5. Behavior of welded CFT column to H-beam connections with external stiffeners;Shin;Eng. Struct.,2004
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1. Experimental study on a novel reduced beam section self consolidating concrete‐filled double steel tube;Structural Concrete;2024-08-02
2. Experimental study on edge cell partially-replaced joint for I-beam to multi-celled CFST walls under cyclic loading;Journal of Building Engineering;2024-08
3. Seismic behavior of an improved drilled flange connection for I-beam to CFST column;Journal of Building Engineering;2024-06
4. Behavior and design of steel beam to multi-celled corrugated-plate CFST wall joints;Journal of Constructional Steel Research;2024-03
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