Pinching-Free Connector for Timber Structures

Author:

Chan Nicholas1,Hashemi Ashkan2ORCID,Zarnani Pouyan3,Quenneville Pierre4

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1142, New Zealand (corresponding author).

2. Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1142, New Zealand. ORCID:

3. Lecturer, Dept. of Built Environment Engineering, Auckland Univ. of Technology, Auckland 1142, New Zealand.

4. Professor of Timber Design, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1142, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference69 articles.

1. NGA-West2 Database

2. Untersuchungen über Bolzenverbindungen in Holzkonstruktionen;Andersen W.;Die Bautechnik,1931

3. Load-carrying capacity of steel-to-timber joints with a pretensioned bolt

4. Blaß H. J. A. Bienhaus and V. Krämer. 2001. “Effective bending capacity of dowel-type fasteners.” In Proc. Int. RILEM Symp. on Joints in Timber Structures. Cachan France: RILEM Publications.

5. Blaß H. J. J. Ehlbeck and F. Rouger. 1999. “Simplified design of joints with dowel-type fasteners.” In Proc. Pacific Timber Engineering Conf. Rotorua New Zealand: New Zealand Forest Research Institute.

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