質量分布や剛性分布が高さ方向に著しく変化する構造物への同調粘性マスダンパーの適用に関する一検討
書誌事項
- タイトル別名
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- A Case Study on Application of Tuned Viscous Mass Dampers to Structures with Significant Variation in Height-Wise Distribution of Mass and Stiffness
抄録
<p>In a structure in which substructures with greatly different masses and stiffnesses are coupled, such as a building and a steel tower built above it, height-wise distribution of mass and stiffness of the entire structure vary significantly. In such structures, it has been pointed out that when resonance with the substructure below occurs, the seismic response of the upper substructure increases significantly. This study proposes the application of a tuned viscous mass damper as a measure for seismic response control of such structures. In this paper, as a basic study, we have constructed an analysis model applying a tuned viscous mass damper to a tower-building coupled structure, to conducted a case study.</p>
収録刊行物
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- 構造物の安全性および信頼性:構造物の安全性・信頼性に関する国内シンポジウム(JCOSSAR)論文集
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構造物の安全性および信頼性:構造物の安全性・信頼性に関する国内シンポジウム(JCOSSAR)論文集 10 (0), 348-349, 2023
構造物の安全性・信頼性に関する国内シンポジウム運営委員会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390579366904953984
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- ISSN
- 27590909
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
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- 抄録ライセンスフラグ
- 使用可