斜入射SH波作用下非对称v形峡谷与附近结构的动力相互作用

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-03-01 Epub Date: 2024-12-18 DOI:10.1016/j.soildyn.2024.109178
Haijun Lu , Ning Zhang , Jiasuo Pan , Yu Zhang , Denghui Dai
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引用次数: 0

摘要

为了研究不规则地形与附近结构之间的动力相互作用,推导了非对称v形峡谷和简化结构在SH波作用下的严格解析解。该结构由理想的单自由度振荡器(SDOF)表示。通过分解为单SDOF振荡模型和非对称v形峡谷模型,验证了解析模型的有效性。在此基础上,在时域上分析了v形峡谷与附近SDOF振子之间的动力相互作用。结果表明,峡谷不对称性对地震波具有“屏蔽效应”或“聚焦效应”,对结构的地震响应有显著影响。此外,附近的结构放大或减弱了峡谷肩部和底部的地震反应。
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Dynamic interaction between an asymmetric V-shaped canyon and a nearby structure under oblique incident SH waves
To investigate the dynamic interaction between irregular topography and the nearby structure, a rigorous analytical solution is derived for an asymmetric V-shaped canyon and a simplified structure under SH waves. The structure is represented by an idealized single-degree-of-freedom (SDOF) oscillator. The analytical model is validated by degrading into either a single SDOF oscillator model or an asymmetric V-shaped canyon model. Based on the proposed solution, the dynamic interaction between the V-shaped canyon and the nearby SDOF oscillator is analyzed in time domain. The results indicate that the canyon asymmetry can significantly influence the seismic response of the structure due to its “shielding effect” or “focusing effect” on seismic waves. In addition, the nearby structure either amplifies or attenuates the seismic responses at the canyon's shoulders and bottom.
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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