Lateral Resistance of Sheathing-to-Framing Nailed Joints with an Intermediate Insulation Layer-Reference-Cited by-同舟云学术

Lateral Resistance of Sheathing-to-Framing Nailed Joints with an Intermediate Insulation Layer

Published:2021-06 Issue:6 Volume:147 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Spasojevic Marko¹,Daneshvar Hossein²,Chen Yuxiang³^ORCID,Chui Ying Hei⁴

Affiliation:

1. Formerly, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

2. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3 (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3. ORCID: .

4. Professor and Natural Sciences and Engineering Research Council of Canada Industrial Research Chair in Engineered Wood and Building Systems, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

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.0003026

Reference12 articles.

1. Johansen, K. W. 1949. “Theory of timber connections.” In Vol. 9 of International association of bridge and structural engineering, 249–262. Zurich, Switzerland: International Association for Bridge and Structural Engineering.

2. Karacabeyli E. and A. Ceccotti. 1996. “Quasi-static reversed cyclic testing of nailed joints.” In Proc. Int. Council for Building and Research Studies and Documentation Working Commission W18–Timber Structures. Pap. 29-7-7. Karlsruhe Germany: Karlsruhe Institute of Technology.

3. Bolted Wood‐Joint Yield Model

4. Muñoz W. M. Mohammad A. Salenikovich and P. Quenneville. 2008. “Yield point and ductility of timber assemblies: A need for a harmonised approach.” In Proc. 10th World Conf. in Timber Engineering. Miyazaki Japan: American Psychiatric Association.

5. Ni C. Y. H. Chui and E. Karacabeyli. 2012. “Mechanics-based approach for determining the shear resistances of shearwalls and diaphragms.” In Proc. 12th World Conf. on Timber Engineering. Red Hook NY: Curran Associates.

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