局部复杂场地Rayleigh波传播特性分析的SBFEM模型研究

doi:10.16285/j.rsm.2017.0679

›› 2018, Vol. 39 ›› Issue (11): 4242-4250.doi: 10.16285/j.rsm.2017.0679

局部复杂场地Rayleigh波传播特性分析的SBFEM模型研究

李志远^{1, 2}，李建波^{1, 2}，林皋^{1, 2}

1. 大连理工大学海岸与近海工程国家重点实验室，辽宁大连 116024； 2. 大连理工大学建设工程学部水利工程学院工程抗震研究所，辽宁大连 116024

收稿日期:2017-04-12 出版日期:2018-11-10 发布日期:2018-11-15
通讯作者: 李建波，男，1979年生，博士，副教授，主要从事核电结构及水工的抗震安全性评价方面的研究工作。E-mail: jianboli@dlut.edu.cn E-mail:zhiyuan1214@mail.dlut.edu.cn
作者简介:李志远，男，1990年生，博士，主要从事核电结构及水工的抗震安全性评价方面的研究工作
基金资助:
国家重点研发计划（No.2016YFB0201000）；国家自然科学基金项目（No.51779222）；中央高校基本科研业务费（No.DUT17LK16）。

Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM

LI Zhi-yuan^{1, 2}, LI Jian-bo^{1, 2}, LIN Gao^{1, 2}

1. State Key Laboratory of Coast and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; 2. Institute of Earthquake Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China

Received:2017-04-12 Online:2018-11-10 Published:2018-11-15
Supported by:
This work was supported by the National Major Scientific Research Program of China (2016YFB0201000), the National Natural Science Foundation of China (51779222) and the Fundamental Research Funds for the Central Universities (DUT17LK16)).

摘要/Abstract

摘要： 基于土-结构动力相互作用（SSI）的原理，将求解包含局部复杂地形的散射场问题，分解为规则开挖场地的动刚度、包含复杂构造散射体的动刚度和自由场波动输入3个问题的求解，并依据子结构控制方程，提出了一种高精度的比例边界有限（SBFEM）计算模型。通过计算半圆形河谷和半圆形沉积河谷两个算例，验证了SBFEM计算模型的正确性。较为系统地讨论了矩形峡谷、垂直断层和孤凸山体等常见复杂地形对Rayleigh波场的散射作用。结果表明：峡谷深度、软弱断层破碎带和孤凸山体对Rayleigh波都有一定阻挡作用；峡谷宽度、断层宽度和硬性断层填充物等因素对Rayleigh波散射作用影响不明显。SBFEM分析模型可应用于隔震沟、隔震帷幕设计，对大坝、桥梁等工程的选址提供有益的建议。

关键词: Rayleigh波, 局部复杂场地, 比例边界有限元, 子结构法, 土-结构相互作用

Abstract: This paper is focused on scattering and diffraction of Rayleigh wave caused by local topographies. For this purpose, a substructure replacement technique based on the theory of soil-structure interaction is used to evaluate the effects of canyon, vertical fault fracture zones and mountains on scattering and diffraction of Rayleigh wave. Based on the substructure theory, the scattering problem is decomposed into three parts: solving the dynamic stiffness of the ground of excavation, solving the dynamic stiffness of the complex structure and solving the input wave of the free field. The dynamic stiffness of the ground of excavation and the complex structure are solved using scaled boundary finite element method (SBFEM). In order to validate the proposed method, two examples are solved and the results are in good agreement with those reported in the literature. Then the scattering of Rayleigh waves by a variety of complex terrains, such as canyons, vertical faults and mountains are analyzed. Numerical results are presented in graphical form for the surface displacement and displacement spectra. Conclusions in this study can be useful in engineering practice. The proposed method can be applied to the design of seismic isolation ditch and seismic adaptability analysis of dam and bridge.

Key words: Rayleigh wave, complex sites, SBFEM, substructure method, dynamic soil-structure interaction

中图分类号:

P 315

李志远，李建波，林皋, . 局部复杂场地Rayleigh波传播特性分析的SBFEM模型研究[J]. , 2018, 39(11): 4242-4250.

LI Zhi-yuan, LI Jian-bo, LIN Gao, . Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM[J]. , 2018, 39(11): 4242-4250.

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局部复杂场地Rayleigh波传播特性分析的SBFEM模型研究

Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM

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