Diffraction and Radiation Effects of the Multi-Body Pontoon System Under the Combination of Earthquakes and Waves

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Jialei Yan, Ruicong Wu, Xiuwen Yuan, Jiabin Liu, Anxin Guo
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Abstract

This study aims to elucidate the “shielding effect” of the preceding pontoon on the target pontoon in a multi-body system under multiple disasters, focusing on the influencing mechanisms of diffraction and radiation effects as well as fluid-structure interaction. A series of scaled model tests were conducted using PIV technology. The experimental results indicate that, under earthquake-wave action, the radiation load in the heave direction of the target pontoon is minimal, whereas the loads in the roll and sway directions are substantial. Both roll and sway loads exhibit sensitivity to the vibration direction and frequency of the structure, with a resonance zone for the radiation load observed. Furthermore, the vibration frequency of the structure does not significantly alter the “shielding effect” of the preceding pontoon on the radiation effect experienced by the target pontoon in the multi-body system. Due to the combined effects of multiple hazards, the stability of the flow field surrounding the target structure is closely related to its vibration direction and frequency during earthquake-wave action. The aggregation, quantity, evolution, and decay of vortices are influenced by the structural vibration behavior.

地震和波浪作用下多体浮桥系统的衍射和辐射效应
本研究旨在阐明多体系统中多灾害条件下前体浮桥对目标浮桥的“屏蔽效应”,重点研究衍射效应和辐射效应以及流固耦合作用的影响机制。采用PIV技术进行了一系列比例模型试验。实验结果表明,在地震波作用下,目标浮桥升沉方向的辐射载荷最小,而横摇和摇摆方向的辐射载荷较大。横摇载荷和摇摆载荷对结构的振动方向和频率都很敏感,在辐射载荷下存在共振区。此外,结构的振动频率并没有显著改变前置浮桥对目标浮桥在多体系统中所经历的辐射效应的“屏蔽效应”。在地震波作用下,由于多种灾害的共同作用,目标结构周围流场的稳定性与其振动方向和频率密切相关。旋涡的聚集、数量、演化和衰减都受结构振动特性的影响。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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