BENCHMARK TESTS FOR STRONG GROUND MOTION PREDICTION METHODS: CASE FOR THEORETICAL METHODS (PART 2)
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- HISADA Yoshiaki
- School of Architecture, Kogakuin Univ.
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- NAGANO Masayuki
- Tokyo Univ. of Science
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- NOZU Atsushi
- The Port and Airport Research Institute
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- MIYAKOSHI Ken
- Geo-Research Institute
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- NAKAGAWA Taro
- Fujita Corporation
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- ASANO Kimiyuki
- Disaster Prevention Research Institute, Kyoto Univ.
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- MATSUMOTO Toshiaki
- Graduate School of Engineering, Kogakuin Univ.
Bibliographic Information
- Other Title
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- 強震動予測手法に関するベンチマークテスト：理論的手法の場合（その２）
- キョウシンドウ ヨソク シュホウ ニ カンスル ベンチマークテスト : リロンテキ シュホウ ノ バアイ(ソノ 2)
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Abstract
Following the 2009 benchmark test, we conducted a subsequent test for the strong motion simulation methods in more complex media, using various theoretical methods (the wavenumber integration method, the discrete wavenumber method, and the thin layer method). All the results show generally good agreements, but the results for damping media show discrepancies, especially in the fling step at very close stations to a surface fault. This is because the frequency-dependent quality factors violate severely the causality condition in the waveforms, especially at lower frequencies.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 18 (38), 101-106, 2012
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205171091584
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- NII Article ID
- 130004507204
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 023523429
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed