Study on Dynamic Response of Rockfall-Impacted Pile-Column Bridge Piers Based on Scaled Model Tests

To investigate the structural dynamic response of pile-column bridge piers in mountainous regions under rockfall impact, this study takes the No. 4 double-column pier of Changba Bridge in Nanchuan, Chongqing, as a prototype. Based on similarity theory and differential equation analysis, a scaled mod...

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書誌詳細

主要な著者:	Li-Ming Wu, Zi-Jian Wang, Yi Jiang, Jian Jiang, Hu-Xin-Tong Huang, Yu-Si Chen
フォーマット:	Artigo
言語:	Inglês
出版事項:	MDPI AG 2026-05-01
シリーズ:	Buildings
主題:	pile-column bridge pier concrete strain reinforcing steel strain structural dynamic response scaled model test
オンライン･アクセス:	https://www.mdpi.com/2075-5309/16/11/2152
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