Uniaxial compressive behavior of concrete column actively confined with internal Fe-SMA spirals-Reference-Cited by-同舟云学术

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Uniaxial compressive behavior of concrete column actively confined with internal Fe-SMA spirals

Published:2024-03 Issue: Volume:418 Page:135393
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Yeon Yeongmo^ORCID,Ji Sangwon^ORCID,Hong Kinam^ORCID

Funder

National Research Foundation of Korea

Ministry of Science, ICT and Future Planning

Publisher

Elsevier BV

Reference49 articles.

1. Strength and ductility of concrete columns externally reinforced with fiber composite straps;Saadatmanesh;Struct. J.,1994

2. Rehabilitation of shear critical concrete columns by use of rectangular steel jackets;Aboutaha;Struct. J.,1999

3. Shear strengthening of beam-column joints;Ghobarah;Eng. Struct.,2002

4. Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements;Biskinis;Struct. J.,2004

5. Unified stress–strain model of concrete for FRP-confined columns;Wei;Constr. Build. Mater.,2012

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bond-slip models on interfacial behavior between Fe-SMA and steel in hygrothermal environments;Engineering Structures;2024-11

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