Investigating the Hysteretic Behavior of Cross-Laminated Timber Wall Systems due to Connections-Reference-Cited by-同舟云学术

Investigating the Hysteretic Behavior of Cross-Laminated Timber Wall Systems due to Connections

Published:2018-05 Issue:5 Volume:144 Page:04018035
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Izzi Matteo¹^ORCID,Polastri Andrea²,Fragiacomo Massimo³

Affiliation:

1. Researcher, National Research Council of Italy—Trees and Timber Institute [Consiglio Nazionale delle Ricerche—Istituto per la Valorizzazione del Legno e delle Specie Arboree (CNR IVALSA)], Via Biasi 75, 38010 San Michele all’Adige, Italy; formerly, Ph.D. Candidate, Dept. of Engineering and Architecture, Univ. of Trieste, Piazzale Europa 1, 34127 Trieste, Italy (corresponding author). ORCID: .

2. Researcher, National Research Council of Italy—Trees and Timber Institute (CNR IVALSA), Via Biasi 75, 38010 San Michele all’Adige, Italy.

3. Professor, Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, Via Gronchi 18, 67100 L’Aquila, Italy; Research Associate, National Research Council of Italy—Trees and Timber Institute (CNR IVALSA), Via Biasi 75, 38010 San Michele all’Adige, 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.0002022

Reference36 articles.

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2. Ashtari S. (2012). “In-plane stiffness of cross-laminated timber floors.” M.S. thesis Univ. of British Columbia Vancouver Canada.

3. Cross laminated timber (CLT): overview and development

4. Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads

5. Casagrande D. Polastri A. Sartori T. Loss C. and Chiodega M. (2016). “Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings.” World Conf. on Timber Engineering Vienna Univ. of Technology Vienna Austria.

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