Hysteretic Performance of Angle Steel Connections in a Timber-Concrete Composite System

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期刊论文

作者：

Xie, Lan;He, Guojing;(Alice) Wang, Xiaodong;Tang, Xiao;Crocetti, Roberto

通讯作者：

Xie, L;He, GJ

作者机构：

[Xie, Lan] Changsha Univ, Coll Civil Engn, 98 Hongshan Rd, Changsha 410022, Hunan, Peoples R China.

[He, Guojing] Cent South Univ Forestry & Technol, Dept Civil Engn & Mech, 498 Shaoshan Rd, Changsha 410004, Hunan, Peoples R China.

[(Alice) Wang, Xiaodong] Laval Univ, Dept Wood & Forest Sci, Quebec City, PQ G1V 0A6, Canada.

[Tang, Xiao] Changsha Urban Construct Secondary Vocat Sch, Nongyuan Rd, Changsha 410126, Hunan, Peoples R China.

[Crocetti, Roberto] KTH Royal Inst Technol, Dept Civil & Architectural Engn, S-10044 Stockholm, Sweden.

通讯机构：

[Xie, L ; He, GJ ] C

Changsha Univ, Coll Civil Engn, 98 Hongshan Rd, Changsha 410022, Hunan, Peoples R China.

Cent South Univ Forestry & Technol, Dept Civil Engn & Mech, 498 Shaoshan Rd, Changsha 410004, Hunan, Peoples R China.

语种：

英文

关键词：

Ductility;Energy dissipation capacity;Hysteretic performance;TCC;Timber–concrete composite structure

期刊：

BIORESOURCES

ISSN：

1930-2126

年：

2022

卷：

期：

页码：

1270-1284

DOI：

10.15376/biores.17.1.1270-1284

基金类别：

This study was supported by the State Forestry Administration Project 948 (Project No. 2014-4-51), the National Natural Science Foundation of China (Grant No. 51478485), the Natural Science Foundation of Hunan Province (Grant No. 2020JJ5618), the Scientific Research Project of Education Department of Hunan Province (19C0169), and the Science Popularization Special Project on the Construction of Innovation-Oriented Provinces (No. 2021ZK4148), all of which are highly appreciated.

机构署名：

本校为通讯机构

院系归属：

土木工程学院

摘要：

Timber–concrete composite systems are widely used in Europe, North America, and Australasia, primarily due to their good mechanical performance in terms of statics, dynamics, and seismic response. In addition, the concrete slab provides excellent protection to the timber, making such systems suitable for outdoor application. The seismic performance of timber–concrete composites is normally governed by their ductility and energy dissipation capacity. However, few design codes address the ductility and energy dissipation capacity of timber–con...

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Hysteretic Performance of Angle Steel Connections in a Timber-Concrete Composite System

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