Seismic Analysis of Cross-Laminated Multistory Timber Buildings Using Code-Prescribed Methods: Influence of Panel Size, Connection Ductility, and Schematization-Reference-Cited by-同舟云学术

Seismic Analysis of Cross-Laminated Multistory Timber Buildings Using Code-Prescribed Methods: Influence of Panel Size, Connection Ductility, and Schematization

Published:2016-04 Issue:4 Volume:142 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sustersic Iztok¹,Fragiacomo Massimo²,Dujic Bruno³

Affiliation:

1. Project Leader, CBD Contemporary Building Design d.o.o, Lopata 19G, 3000 Celje, Slovenia (corresponding author).

2. Professor, Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, L’Aquila, Italy; formerly, Associate Professor, Dept. of Architecture, Design and Urban Planning, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy.

3. Managing Director, CBD Contemporary Building Design d.o.o, Lopata 19G, 3000 Celje, Slovenia.

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.0001344

Reference43 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

2. ASCE. (2013). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

3. Blass H. J. and Fellmoser P. (2004). “Design of solid wood panels with cross layers.” 8th World Conf. on Timber Engineering WCTE 2004 A. Ranta-Maunus and T. Toratti eds. VTT Espoo Finland Lahti 543–548.

4. Ceccotti A. et al. (2006). “Which seismic behaviour factor for multi-storey buildings made of cross-laminated wooden panels?” Meeting 39 of the Working Commission W18-Timber Structures CIB; 2006 Ingenieurholzbau und Baukonstruktionen Karlsruhe Institute of Technology Germany.

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

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