Fire performance of steel-reinforced concrete beam-column joints - Details

author：

Han, L. -H. (Han, L. -H..) ^[1] | Zheng, Y. -Q. (Zheng, Y. -Q..) ^[2] | Tao, Z. (Tao, Z..) ^[3]

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SCIE

Abstract：

The　present　study　is　an　investigation　into　the　fire　performance　of　steel-reinforced　concrete　(SRC)　beam-column　joints　subjected　to　fire.　Two　new　tests　on　SRC　beam-column　joints　subjected　to　the　ISO-834　fire　standard　were　carried　out　and　described.　A　finite-element　analysis　(FEA)　modelling　was　developed.　A　comparison　of　results　calculated　using　this　modelling　shows　generally　good　agreement　with　the　test　results.　The　FEA　modelling　is　then　used　to　investigate　the　influence　of　important　parameters　that　determine　the　mechanism　of　the　composite　joints　under　fire.

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Community：

[ 1 ] [Han, L. -H.]Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[ 2 ] [Zheng, Y. -Q.]Fujian Univ Technol, Dept Civil Engn, Fuzhou 350007, Peoples R China
[ 3 ] [Tao, Z.]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China

Reprint 's Address：

[Han, L. -H.]Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China

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Source ：

MAGAZINE OF CONCRETE RESEARCH

ISSN： 0024-9831

Year： 2009

Issue： 7

Volume： 61

Page： 499-518

0 . 3 7 3

JCR@2009

1 . 8 0 0

JCR@2023

ESI Discipline： MATERIALS SCIENCE;

JCR Journal Grade：3

CAS Journal Grade：1

Cited Count：

WoS CC Cited Count： 23

SCOPUS Cited Count： 16

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 3

Affiliated Colleges：

土木工程学院本学院/部未明确归属的数据

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