Full-Scale Tests and Numerical Analysis of Low-Rise CLT Structures under Lateral Loading

Author:

Yasumura Motoi1,Kobayashi Kenji2,Okabe Minoru3,Miyake Tatsuya4,Matsumoto Kazuyuki5

Affiliation:

1. Professor, Shizuoka Univ., Shizuoka 422-8529, Japan (corresponding author).

2. Assistant Professor, Shizuoka Univ., Shizuoka 422-8529, Japan.

3. Researcher, Tsukuba Building Research and Testing Laboratory of CBL, 2 Tatehara, Tsukuba 305-0802, Japan.

4. President, Nihon System Sekkei Architects and Engineers, 2-9-5 Ningyocho, Nihonbashi, Chuo-ku, Tokyo 103-0013, Japan.

5. Vice Manager, Nihon System Sekkei Architects and Engineers, 2-9-5 Ningyocho, Nihonbashi, Chuo-ku, Tokyo 103-0013, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. SOFIE project - 3D shaking table test on a seven-storey full-scale cross-laminated timber building

2. Ceccotti A. Lauriola M. P. Pinna M. and Sandhaas C. (2006). “SOFIE project—Cyclic tests on cross-laminated wooden panels.” Proc. 9th World Conf. on Timber Engineering Oregon State Univ. Conference Services Portland OR.

3. Ceccotti A. and Sandhaas C. (2010). “A proposal for a standard procedure to establish the seismic behavior factor q of timber buildings.” Proc. 11th World Conf. on Timber Engineering Trees and Timber Institute National Research Council Trento Italy.

4. CEN (European Committee for Standardization). (2004). “Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules seismic actions and rules for buildings.” European Normalization (EN) 1998–1:2004 Brussels.

5. Dujic B. Hristovski V. Stojmanovska M. and Zarnić R. (2006). “Experimental investigation of massive wooden wall panel systems subjected to seismic excitation.” Proc. 1st European Conf. on Earthquake Engineering and Seismology Swiss Society for Earthquake Engineering and Structural Dynamics Zurich Switzerland.

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