INFLUENCE OF REDUCTION OF DYNAMIC SHEAR MODULUS ON SEISMIC TENSILE STRESS OF ARCH DAM

Author:

ARIGA Yoshiaki1

Affiliation:

1. Graduate School of Science and Technology, Hirosaki University

Publisher

Japan Association for Earthquake Engineering

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference21 articles.

1. 1) Structural Ordinance for River Management Facilities (Government Ordinance No. 199, 15 pp., July 1976) and Enforcement Regulations (Ministerial Ordinance No. 13, 14 pp., October 1976), 1976 (in Japanese).

2. 2) Agency for Natural Resources and Energy, Ministry of Economy, Trade and Industry, Electric Power Civil Engineering Association: Report on Advanced Research for Seismic Design of Dams (2000 Research on Earthquake Countermeasures for Electric Power Facilities), 484 pp., 2001 (in Japanese).

3. 3) River Bureau of the Ministry of Land, Infrastructure and Transport: Guidelines for Seismic Performance Evaluation of Dams during Large Earthquakes (draft), 26 pp., 2005 (in Japanese).

4. 4) National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure and Transport: Technical Note on Seismic Performance Evaluation of Dams against Large Earthquake, Technical Note of National Institute for Land and Infrastructure Management, No. 244, 192 pp., 2005 (in Japanese).

5. 5) Hatano, T.: Theory of Failure of Concrete and Similar Brittle Solid on the Basis of Strain, Journal of Japan Society of Civil Engineers, No. 153, pp. 31-39, 1968 (in Japanese).

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