Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research

Author:

Xie Lan1,He Guojing2ORCID,Wang Alice “Xiaodong”3,Crocetti Roberto4ORCID,Shen Lian5,Tang Xiao6

Affiliation:

1. Assistant Professor, College of Civil Engineering, Changsha Univ., 98 Hongshan Rd., Changsha, Hunan 410022, China.

2. Professor, Dept. of Civil Engineering and Mechanics, Central South Univ. of Forestry and Technology, 498 Shaoshan Rd., Changsha, Hunan 410004, China (corresponding author). ORCID: .

3. Associate Professor, Laval Univ., Quebec G1V 0A6, Canada.

4. Professor, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, Stockholm 10044, Sweden. ORCID: .

5. Associate Professor, College of Civil Engineering, Changsha Univ., 98 Hongshan Rd., Changsha, Hunan 410022, China.

6. Assistant Professor, Dept. of Civil Engineering, Changsha Urban Construction Secondary Vocational School, 500 Xilong Rd., Changsha, Hunan 410126, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Simplified hysteretic finite-element model for wood and viscoelastic polymer connections for the dynamic analysis of shear walls;Blasetti A. S.;J. Struct. Eng.,2008

2. BSI (British Standards Institution). 1991. Timber structures—Joints made with mechanical fasteners—General principles for the determination of strength and deformation characteristics. BS EN 26891. London: BSI.

3. BSI (British Standards Institution). 2004. Design of timber structures–Part 1-1: General–Common rules and rules for buildings. Eurocode 5. BS EN 1995-1-1:2004. London: BSI.

4. Mechanical performance of timber–concrete bolted connections under cyclic loading;Cao J.;Structures,2021

5. Shear and bending performance of a novel wood–concrete composite system;Clouston P.;J. Struct. Eng.,2005

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