Experimental study on concrete filled steel tubes to footing connection using ultra-high performance concrete-Reference-Cited by-同舟云学术

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Experimental study on concrete filled steel tubes to footing connection using ultra-high performance concrete

Published:2021-09 Issue: Volume:242 Page:112540
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Rehmat Sheharyar^ORCID,Sadeghnejad Amir^ORCID,Mantawy Islam M.,Azizinamini Atorod

Funder

United States Department of Transportation Research and Innovative Technology Administration

Accelerated Bridge Construction University Transportation Center

U.S. Department of Transportation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members;Han;J Constr Steel Res,2014

2. Nonlinear seismic properties of the Second Saikai Bridge;Wu;Eng Struct,2006

3. Flexural strength evaluation of concrete-filled steel tube (CFST) composite girder;Cho;J Constr Steel Res,2018

4. New technologies of steel/concrete composite bridges;Nakamura;J Constr Steel Res,2002

5. Overview of hybrid and composite systems for seismic design in the United States;Roeder;Eng Struct,1998

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1. Mechanism and bearing load-capacity of compound stirrup UHPC-encased CFST columns under axial compression;Structures;2024-09

2. Cross-sectional shape effect of stay-in-place formwork column on axial compressive behaviour;Journal of Building Engineering;2024-08

3. Behaviour of high-performance alkali-activated slag concrete-filled double-skin steel tubes under compression loading;Materials and Structures;2024-06-26

4. Seismic behavior of precast CFST double-column piers with various connection types;Journal of Constructional Steel Research;2024-04

5. Mechanical Behavior of Precast Circular Semi-Continuous CFST Columns under a Uniaxial Eccentric Load;Buildings;2024-03-13

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