CHANGES IN OUT-OF-PLANE VIBRATION CHARACTERISTICS OF UNREINFORCED AND REINFORCED WALLS OF HISTORIC MASONRY BUILDINGS
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- NAMBU Yasuhiro
- Dept. of Architecture and Architectural Eng., Kyoto Univ.
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- TAKIYAMA Noriko
- Dept. of Architecture and Architectural Eng., Kyoto Univ.
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- HAYASHI Yasuhiro
- Dept. of Architecture and Architectural Eng., Kyoto Univ.
Bibliographic Information
- Other Title
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- 歴史的煉瓦造建築物の耐震補強前後における煉瓦壁の面外方向振動特性変化
- レキシテキ レンガゾウケンチクブツ ノ タイシン ホキョウ ゼンゴ ニ オケル レンガヘキ ノ メン ソッポコウ シンドウ トクセイ ヘンカ
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Abstract
We report the changes in out-of-plane vibration characteristics due to the seismic retrofit of historic masonry buildings based on the result of microtremor measurement. Major findings from the research are as follows; (1) Natural frequencies increase nearly 1.1 to 1.9 times by reinforcement. And, the increasing rate of natural frequency becomes smaller as it becomes high order. (2) Using steel frame for reinforcement, out-of-plane deformation of masonry wall is restrained. And, using shear wall, it is restrained greatly. (3) 1st damping factor doesn’t change remarkable by reinforcement.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 19 (41), 165-168, 2013
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205171984640
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- NII Article ID
- 130004932742
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- NDL BIB ID
- 024287184
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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