SEISMIC RESPONSE SPECTRUM RULE FOR NON-STRUCTURAL COMPONENTS IN BUILDINGS

Author:

KASAI Kazuhiko1,KOMATSU Shingo1,KONDO Sayumi2,AKATSUKA Nozomi3

Affiliation:

1. FIRST, Tokyo Institute of Technology

2. JFE Engineering Corporation

3. AGC Glass Kenzai Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference13 articles.

1. 1) Building Performance Standardization Association : Jishin higai wo humae ta hikouzouzai no kijun no seibi ni kansuru kentou (地震被害を踏まえた非構造部材の基準の整備に関する検討), http://www.mlit.go.jp/common/000208403.pdf, accessed 2014.9.20

2. 2) National Institute for Land and Infrastructure Management, Building Research Institute : Kentikubutsu ni okeru tenjou datsuraku taisaku ni kakawaru gijutsukijun no kaisetsu (建築物における天井脱落対策に係る技術基準の解説), 2013

3. 3) T. Ishihara, K. Sato, K. Suzuki, M. Nagano : Proposal of a Direct Estimation Method for Floor Response Spectrum in Non-linear Seismic Behavior, AIJ Journal of Technology and Design, Vol. 23, No. 54, pp. 433-436, 2017.6

4. 4) Y. Yasui, J. Yoshihara, T. Takeda and A. Miyamoto : Direct generation method for floor response spectra, Proceedings of the 12th International Conference SMiRT, K13/4, pp. 367-372, 1993

5. 5) T. J. Sullivan, P. M. Calvi, and R. Nascimbene : Towards Improved Floor Spectra Estimates for Seismic Design, Earthquakes and Structures, Vol. 4, No. 1, pp. 109-132, 2013

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