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
Online ISSN : 2759-0909
第10回構造物の安全性・信頼性に関する国内シンポジウム
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B論文(アブストラクト査読)
橋桁の振動特性における斜角の影響に関する実験的検討
里見 瑞樹大西 弘志
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As the number of aging bridges increases, it is important to develop a simpler and more quantitative method for evaluating the health of bridges. Vibration testing is a quantitative method for evaluating the health of bridges. In order to evaluate the health of bridges based on changes in natural frequencies, it is important to understand the vibration characteristics of bridges when they are in good condition. In this paper, vibration tests are conducted to investigate the effect of skew angle on the vibration characteristics of bridges. The natural frequencies calculated from the experiments were compared with several patterns of skew angles, and the changes in natural frequencies with changes in skew angle were investigated.

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