Experimental study on the hysteretic behavior of ECC-encased CFST columns-Reference-Cited by-同舟云学术

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Experimental study on the hysteretic behavior of ECC-encased CFST columns

Published:2018-10 Issue: Volume:173 Page:107-121
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cai Jingming,Pan Jinlong,Su Hao,Lu Cong

Funder

National Natural Science Foundation of China

Distinguished Young ScholarFoundation of Jiangsu Province

Priority Academic Program Development of Jiangsu High Education Institutions

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Concrete-encased CFST columns under combined compression and torsion: experimental investigation;Ren;J Constr Steel Res,2017

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

3. Performance of concrete-encased CFST stub columns under axial compression;Han;J Constr Steel Res,2014

4. Modern bridges in China;Feng;Struct Infrastruct E,2014

5. Circular concrete-encased concrete-filled steel tube (CFST) stub columns subjected to axial compression;Li;Mag Concrete Res,2016

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