FUNDAMENTAL VIBRATION CHARACTERISTICS OF TRADITIONAL TIMBER FIVE STORIED PAGODA BY SHAKING TABLE TESTS : Experimental results of traditional timber five storied pagoda scaled model Part 1

Author:

CHIBA Kazuki1,FUJITA Kaori2,KOSHIHARA Mikio3,KAWAI Naohito4,MINOWA Chikahiro5,HANAZATO Tohsikazu6,SAKAMOTO Isao7

Affiliation:

1. Dept. of Arch., Graduate School of Eng., Tokyo Metropolitan University

2. Grad. School of Urban Environmental Sciences, Dept. Arch. and Building Eng., Tokyo Metropolitan University

3. Institute of Industrial Science, University of Tokyo

4. Dept. of Structural Engineering, Building Research Institute

5. National Research Institute for Earth Science and Disaster Prevention

6. Faculty of Engineering, Mie University, Dr. Eng.

7. Dept. of Science and Eng., Keio University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference5 articles.

1. 2) SEZAWA Katsutada. Further Studies on the Seismic Vibrations of a Gozyunoto (Pagoda). Earthquake Research Institute. (1936)

2. 20) ISAO Sakamoto. Recent Studies on Seismic Performance of Traditional Timber Pagodas in Japan. International Conference on Reconstruction of the Hwangnyongsa Temple, Korea, Gyeongiu-si, 2006. 4. (2006)

3. STRUCTURAL DESIGN OF TRADITIONAL WOODEN FIVE- STORIED PAGODA

4. DYNAMIC CHARACTERISTICS OF MULTI-STORY WOODEN PAGODAS

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