EVALUATION OF AMPLIFICATION CHARACTERISTICS AND DYNAMIC PROPERTIES OF SKYSCRAPERS BASED ON STRONG MOTION RECORDS
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- UEBAYASHI Hirotoshi
- Research Reactor Institute, Kyoto Univ.
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- NAGANO Masayuki
- Faculty of Science and Technology, Tokyo Univ. of Science
Bibliographic Information
- Other Title
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- 超高層建物の強震観測記録に基づく増幅特性と動特性評価
- チョウコウソウ タテモノ ノ キョウシン カンソク キロク ニ モトズク ゾウフク トクセイ ト ドウトクセイ ヒョウカ
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Abstract
The force-displacement and the damping-displacement relations of skyscrapers were evaluated from the recorded motions in 20 steel and 14 reinforced-concrete buildings during the main large earthquakes (The 2011 off the Pacific coast of Tohoku Earthquake (Mw9.0), The 1995 Southern Hyogo prefecture earthquake (Mw6.9), the South-east off Kii-peninsula earthquake 2004 (Mw7.5)). Regardless of the earthquakes, the regression curves of the relations to the reinforced-concrete buildings were able to express especially on the basis of the bilinear model of the single-degree-of-freedom system. On the other hand, the degree of the relations to the steel buildings was quite lower than the reinforced-concrete buildings.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 19 (42), 435-440, 2013
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205169734016
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- NII Article ID
- 130004932806
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 024687192
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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