ANALYSIS OF CORRELATION COEFFICIENTS BETWEEN TWO ORTHOGONAL COMPONENTS OF STRONG-MOTION RECORDS

Author:

TAKAO Makoto1,SATO Hiroaki2

Affiliation:

1. Atomic Energy Association

2. Central Research Institute of Electric Power Industry

Publisher

Japan Association for Earthquake Engineering

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference19 articles.

1. 1) The Japan Electric Association: Technical Guidelines for Seismic Design of Nuclear Power Plant, JEAG4601-2015, pp. 31-37, 2015 (in Japanese).

2. 2) Noda, S., Yashiro, K., Takahashi, K., Takemura, M., Ohno, S., Tohdo, M. and Watanabe, T.: Response Spectra for Design Purpose of Stiff Structures on Rock Sites, OECD-NEA Workshop on the Relations between Seismological DATA and Seismic Engineering, Istanbul, pp. 399-408, October 16-18, 2002.

3. 3) Earthquake Research Committee, Headquarters for Earthquake Research Promotion: Strong Ground Motion Prediction Method for Earthquakes with Specified Source Faults (“Recipe”), 2020 (in Japanese). https://www.jishin.go.jp/main/chousa/20_yosokuchizu/recipe.pdf (last accessed on Janyary 30, 2023)

4. 4) United States Nuclear Regulatory Commission: Regulatory Guide 1.92 Revision 3 Combining Model Responses and Spatial Components in Seismic Response Analysis, 2012.

5. 5) Chen, C.: Definition of Statistically Independent Time Histories, Journal of the Structural Division, Vol. 101, No. ST2, ASCE, pp. 49-51, 1975.

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