Path Dependence in OSB Sheathing-to-Framing Nailed Connection Revealed by Biaxial Testing-Reference-Cited by-同舟云学术

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Path Dependence in OSB Sheathing-to-Framing Nailed Connection Revealed by Biaxial Testing

Published:2018-10 Issue:10 Volume:144 Page:04018197
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bader Thomas K.¹,Vessby Johan²,Enquist Bertil³

Affiliation:

1. Associate Professor, Dept. of Building Technology, Linnaeus Univ., Universitetsplatsen 1, 35195 Växjö, Sweden (corresponding author).

2. Senior Lecturer, Dept. of Building Technology, Linnaeus Univ., Universitetsplatsen 1, 35195 Växjö, Sweden.

3. Research Engineer, Dept. of Building Technology, Linnaeus Univ., Universitetsplatsen 1, 35195 Växjö, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002112

Reference21 articles.

1. Integrative experimental characterization and engineering modeling of single-dowel connections in LVL

2. Reply: Monotonic and cyclic tests of timber shear walls

3. Modelling the load–slip behaviour of timber joints with mechanical fasteners

4. Load-slip characteristics of nails;Foschi R. O.;Wood Sci.,1974

5. Analysis of wood diaphragms and trusses. Part I: Diaphragms

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1. Mechanical behavior of sheathing-to-framing connections in laminated bamboo lumber shear walls;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2024-03-09

2. Modeling the Mechanical Behavior of Wood Materials and Timber Structures;Springer Handbook of Wood Science and Technology;2023

3. Nonlinear FE-analysis and testing of light-frame timber shear walls subjected to cyclic loading;Construction and Building Materials;2023-01

4. A numerical and experimental investigation of non-linear deformation behaviours in light-frame timber walls;Engineering Structures;2022-02

5. A novel family of multiple springs models suitable for biaxial rate-independent hysteretic behavior;Computers & Structures;2021-02

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