Reversed-Cyclic Behavior of a Novel Heavy Timber Tube Connection

Author:

Leijten A. J.1234,Ruxton S.1234,Prion H.1234,Lam F.1234

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Delft Univ. of Technology, P.O. Box 5048, 2600 GA Delft, The Netherlands.

2. MASc. Candidate, Dept. of Civil Engineering, Univ. of British Columbia, 17 Tovey Cres, Victoria BC, Canada V9B 1A4.

3. Associate Professor, Dept. of Civil Engineering, Univ. of British Columbia, 4026-2424 Mail Mall, Vancouver BC, Canada V6T 1Z4.

4. Professor, Dept. of Forestry, Univ. of British Columbia, 4026-2424 Mail Mall, Vancouver BC, Canada V6T 1Z4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference12 articles.

1. de Jong M. N. A. (2002). “Numerical modeling of expanded tube fastener timber joints.” MS thesis Dept. of Civil Engineering Steel and Timber Section Delft Univ. of Technology Delft The Netherlands.

2. Duff S. F. Black R. G. Mahin A. and Blondet M. (1998). “Friction-damped energy dissipation timber connections.” Proc. 5th World Conf. on Timber Engineering Presses Polytechniques et Universitaires Romandes Montreux Switzerland Vol. 1 361–368.

3. Ehlbeck (1994). “Densified veneer wood reinforced joints with dowel-type-fasteners loaded in tension.” FOREST report-project Univ. of Technology Karlsruhe Dept. of Timber Engineering.

4. DVW—Local Reinforcement for Timber Joints

5. Kasal B. Heiduschke A. and Haller P. (2002). “Fiber-reinforced beam-to-column connections for seismic application.” Proc. CIB-W18/35-7-12 Meeting 35 Lehrstuhl für Ingenieurholzbau Univ. Karlsruhe 76128 Karlsruhe Germany.

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