Seismic performance of a non-through-core concrete between concrete-filled steel tubular columns and reinforced concrete beams-Reference-Cited by-同舟云学术

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Seismic performance of a non-through-core concrete between concrete-filled steel tubular columns and reinforced concrete beams

Published:2017-01 Issue: Volume:110 Page:14-26
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ding Fa-xing,Yin Guo-an,Wang Li-ping,Hu Di,Chen Gang-qiang

Funder

National Natural Science Foundation of China

Central South University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Analysis of steel-reinforced concrete-filled-steel tubular (SRCFST) columns under cyclic loading;Chang;Constr. Build. Mater.,2012

2. Study on concrete-filled stainless steel–carbon steel tubular (CFSCT) stub columns under compression;Chang;Thin-Walled Struct.,2013

3. Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening;Shakir;Eng. Struct.,2016

4. Fire behaviour of slender, highly utilized, eccentrically loaded concrete filled tubular columns;Mago;J. Constr. Steel Res.,2016

5. Fiber beam-column element for circular concrete filled steel tube under axial–flexure–torsion combined load;Wang;J. Constr. Steel Res.,2014

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2. Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections;Journal of Building Engineering;2024-10

3. Study on dynamic performance of CFST column-composite beam frame structural system under strong earthquake;Journal of Building Engineering;2024-10

4. Bolted connections in prefabricated cantilevered cap beam-column structures: A comprehensive experimental and numerical study;Engineering Structures;2024-07

5. Experimental and numerical investigation of through-diaphragm in H-shaped steel beam to CFST column connections;Thin-Walled Structures;2024-06

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