Flexural Behavior of Lap Splice Connection Between Steel-Plate Composite Wall and Reinforced Concrete Foundation Subjected to Impact Loading

Flexural Behavior of Lap Splice Connection Between Steel-Plate Composite Wall and Reinforced Concrete Foundation Subjected to Impact Loading

The superb dynamic performance of steel-plate composite (SC) structures under unexpected impact loading depends on the good design of the connection between the SC wall and foundation. This study investigated the flexural behavior and dynamic responses of SC wall-to-foundation connections subjected...

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Bibliographic Details
Main Authors: Wenjie Deng, Jianmin Hua, Neng Wang, Shuai Li, Yuruo Chang, Fei Wang, Xuanyi Xue
Format: Article
Language:English
Published: MDPI AG 2025-07-01
Series:Buildings
Subjects:
steel-concrete-steel
SC wall-to-foundation connection
impact test
dynamic response
flexural behavior
Online Access:https://www.mdpi.com/2075-5309/15/15/2707
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