Timber Frame Moment Joints with Glued-In Steel Rods. I: Design-Reference-Cited by-同舟云学术

Timber Frame Moment Joints with Glued-In Steel Rods. I: Design

Published:2012-06 Issue:6 Volume:138 Page:789-801
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fragiacomo Massimo¹,Batchelar Mark²

Affiliation:

1. Associate Professor, Dept. of Architecture, Design and Urban Planning, Faculty of Architecture, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy (corresponding author).

2. Principal, Mark L. Batchelar Consulting Engineers, P.O. Box 125258 Auckland 1071, 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000419

Reference48 articles.

1. Aicher S. and Dill-Langer G. (2001). “Influence of moisture temperature and load duration on performance of glued-in rods.” Proc. Int. RILEM Symp. on Joints in Timber Structures September 12–14 Stuttgart Germany Aicher S. and Reinhardt H.-W. eds. RILEM Bagneux France 383–392.

2. Aicher S. Gustafsson P. J. and Wolf M. (1999). “Load displacement and bond strength of glued-in rods in timber influenced by adhesive wood density rod slenderness and diameter.” Proc. 1st RILEM Symp. on Timber Engineering September 13–15 Stockholm Sweden Boström L. ed. RILEM Bagneaux France 369–378.

3. Augustin M. Ruli A. Brandner R. and Schickhofer G. (2006). “Behavior of glulam in compression perpendicular to grain in different strength grades and load configurations.” Proc. 39th Meeting of the Working Commission W18-Timber Structures CIB Int. Council for Research and Innovation Florence Italy August 28–31 Paper No. CIB-W18/39-12-6.

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