Study on characteristics of low-frequency sound generated by road roughness in vicinity of expansion joints of highway bridges
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- Otake Shogo
- オリエンタルコンサルタンツ 構造部
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- Nakamura Hitoshi
- 首都大学東京大学院 都市環境科学研究科
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- Osafune Toshikazu
- 高速道路総合技術研究所 交通環境研究部
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- Okura Takashi
- 高速道路総合技術研究所 交通環境研究部
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- Toribe Tomoyuki
- 首都大学東京大学院 都市環境科学研究科
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- Hirakuri Masaaki
- オリエンタルコンサルタンツ 構造部
Bibliographic Information
- Other Title
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- 高架橋の伸縮装置前後の路面凹凸の特徴と低周波音への影響に関する研究
- コウカケハシ ノ シンシュク ソウチ ゼンゴ ノ ロメン オウトツ ノ トクチョウ ト テイシュウハオン エ ノ エイキョウ ニ カンスル ケンキュウ
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Abstract
One of the mental and physical discomfort due to traffic vibrations generated by highway bridges is low-frequency sound. The maximum value of this low frequency sound in the 10 - 20 Hz band, is obtained immediately after a heavy vehicle passes in the vicinity of an expansion joint. The authors have analyzed the vibration measurement record of the vehicles and the bridges. It was then confirmed that the road roughness in the vicinity of the expansion joint causes the resonance of the vehicles and the bridge, and generates low-frequency sound in the 10 - 20 Hz band. Furthermore, a numerical analysis was carried out considering the road roughness in the vicinity of the expansion joints to determine the adverse factor on low-frequency sound.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 63A (0), 182-195, 2017
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001288037406592
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- NII Article ID
- 130007395140
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 028107942
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
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- Abstract License Flag
- Disallowed