Experimental Characterization of Monotonic and Cyclic Loading Responses of CLT Panel-To-Foundation Angle Bracket Connections-Reference-Cited by-同舟云学术

Experimental Characterization of Monotonic and Cyclic Loading Responses of CLT Panel-To-Foundation Angle Bracket Connections

Published:2015-06 Issue:6 Volume:27 Page:04014189
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tomasi Roberto¹,Smith Ian²

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental and Mechanical Engineering, Università degli Studi di Trento, Via Mesiano 77, 38123 Trento, Italy (corresponding author).

2. Professor, Emeritus of Structural Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 6C2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001144

Reference25 articles.

1. Acler E. Piazza M. Tomasi R. and Webber M. (2011). “Experimental investigation of the behavior of different types of connections between the xlam panels and the concrete slab.” Proc. Structural Engineering World Congress SEWC 2011 Como Cernobbio Italy.

2. American National Standards Institute. (2012). “Standard for performance-rated cross laminated timber.” ANSI/APA PRG 320 New York.

3. Brandner R. (2013). “Production and technology of cross laminated timber (CLT): A state-of-the-art report.” Focus Solid Timber Solution—European Conf. on Cross Laminated Timber (CLT). Cost Conf. Technical Univ. of Graz Graz Austria.

4. New Technologies for Construction of Medium-Rise Buildings in Seismic Regions: The XLAM Case

5. Comité Européen de Normalisation (CEN). (1991). “Structural timber. Strength classes.” EN 338 Brussels Belgium.

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