Provisions for Ductile Behavior of Timber-to-Steel Connections with Multiple Glued-In Rods-Reference-Cited by-同舟云学术

Provisions for Ductile Behavior of Timber-to-Steel Connections with Multiple Glued-In Rods

Published:2013-09 Issue:9 Volume:139 Page:1468-1477
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Parida Gabriela¹,Johnsson Helena²,Fragiacomo Massimo³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Environmental and Natural Resources Engineering, Luleå Univ. of Technology, 971 87 Luleå, Sweden (corresponding author).

2. Associate Professor, Dept. of Civil, Environmental, and Natural Resources Engineering, Luleå Univ. of Technology, 971 87 Luleå, Sweden.

3. Associate Professor, Dept. of Architecture, Design, and Urban Planning, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy.

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.0000735

Reference35 articles.

1. 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. Int. RILEM Symp. on Timber Engineering RILEM Publications S.A.R.L. Cachan Cedex France 369–378.

2. Ductile moment-resistant steel–timber connections

3. Arvid Nilsson AB. (2007). Teknik. Teknisk information om fästelement . 〈http://www.arvidnilsson.com/se/produkter-losningar/industri-division〉 (Aug. 24 2012).

4. Bonded-in rod connections for timber structures—development of design methods and test observations

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