Seismic behavior of reinforced engineered cementitious composite members and reinforced concrete/engineered cementitious composite members: A review

被引：26
|
作者：
Hou, Lijun [1 ,2 ]
Xu, Ran [1 ]
Chen, Da [1 ]
Xu, Shilang [3 ]
Aslani, Farhad [2 ,4 ]
机构：
[1] Hohai Univ, Coll Harbour Coastal & Offshore Engn, Nanjing, Peoples R China
[2] Univ Western Australia, Sch Engn, Mat & Struct Innovat Grp, Perth, WA 6009, Australia
[3] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou, Peoples R China
[4] Edith Cowan Univ, Sch Engn, Joondalup, WA, Australia
来源：
STRUCTURAL CONCRETE | 2020年 / 21卷 / 01期
基金：
中国国家自然科学基金;
关键词：
beams; columns; ECC; joints; seismic behavior; simulation; walls; ECC FLEXURAL MEMBERS; BEAM-COLUMN JOINTS; MECHANICAL PERFORMANCE; DEFORMATION-BEHAVIOR; CYCLIC RESPONSE; SHEAR BEHAVIORS; CONCRETE; CONNECTIONS; DUCTILITY; HPFRCC;
D O I：
10.1002/suco.201800269
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Seismic performance is of paramount importance for structures in regions with high seismic risk. Engineered cementitious composite (ECC) exhibits tensile strain hardening behavior and excellent crack dispersion capacity, as well as good workability. The application of ECC material may be a feasible way to improve the seismic behavior of engineering structures. This paper presents a comprehensive review of experimental and simulation studies concerning seismic behavior of reinforced ECC members and reinforced concrete/ECC composite members. The review is mainly focused on design programs for structural members and their seismic response behavior. The effectiveness of the application of ECC for seismic improvement is discussed. Several design recommendations are provided, based on comparison of the related studies.
引用
收藏
页码：199 / 219
页数：21
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