Assessment and comparison of experimental and numerical model studies of cross-laminated timber mechanical connections under cyclic loading-Reference-Cited by-同舟云学术

Assessment and comparison of experimental and numerical model studies of cross-laminated timber mechanical connections under cyclic loading

Published:2015-02 Issue: Volume:77 Page:197-212
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Schneider J.,Shen Y.,Stiemer S.F.,Tesfamariam S.

Funder

NSERC Strategic Network on Innovative Wood Products and Building Systems

Steel Structures Education Foundation

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. ANSI/APA PRG 320–2012: standard for performance-rated cross-laminated timber;ANSI A.N.,2012

2. Standard test methods for cyclic (reversed) load test for shear resistance of walls for buildings. ASTM E 2126-11;ASTM,2011

3. British Columbia building code;BCBC,2010

4. Ceccotti A, Vignoli A. Engineering timber structures: an evaluation on their seismic behavior. Timber Engineering Conference, Tokyo; 1990, p. 946–53.

5. Modeling timber moment connection under reversed cyclic loading;Chui;J Strut Eng,2005

Cited by 56 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. Enhancement of mechanical characteristics and novel damage assessment for timber post and beam structures with K-braces;Journal of Building Engineering;2024-10

2. Experimental and parametric study on friction-type high-strength bolted connections between steel frames and cross-laminated timber infill walls;Structures;2024-09

3. In-plane testing and hysteretic modeling of steel-spline cross-laminated timber diaphragm connection with self-tapping screws;Wood Material Science & Engineering;2024-06-02

4. Uniaxial constitutive models for wood under cyclic compression loads with varying loading orientations;Engineering Fracture Mechanics;2024-06

5. Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections;Journal of Structural Engineering;2024-01