岩土力学 ›› 2025, Vol. 46 ›› Issue (10): 3280-3288.doi: 10.16285/j.rsm.2025.0215CSTR: 32223.14.j.rsm.2025.0215

• 数值分析 • 上一篇    下一篇

频率相关等效线性山谷交错场地多点地震动模拟

何颖1, 2,陈雅1, 2,尹奔驰1, 2,刘中宪1, 2,刘旭1, 2   

  1. 1.天津城建大学 土木工程学院,天津 300384;2.天津城建大学 天津市土木建筑结构防护与加固重点实验室,天津300384
  • 收稿日期:2025-02-28 接受日期:2025-05-15 出版日期:2025-10-11 发布日期:2025-10-14
  • 通讯作者: 刘中宪,男,1982年生,博士,教授,主要从事地震工程与工程波动方面的研究。E-mail: zhongxian1212@163. com
  • 作者简介:何颖,女,1983年生,博士,副教授,主要从事地震工程与工程波动方面的研究。E-mail: he114@126. com
  • 基金资助:
    国家自然科学基金联合基金(No.U2139208);国家自然科学基金青年基金(No.51908401)

Multi-point ground motion simulation at mountain-valley coupled sites using frequency-dependent equivalent linearization method

HE Ying1, 2, CHEN Ya1, 2, YIN Ben-chi1, 2, LIU Zhong-xian1, 2, LIU Xu1, 2   

  1. 1. School of Civil Engineering, Tianjin Chengjian University, Tianjin 300384, China; 2. Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, Tianjin 300384, China
  • Received:2025-02-28 Accepted:2025-05-15 Online:2025-10-11 Published:2025-10-14
  • Supported by:
    This work was supported by the Joint Funds of the National Natural Science Foundation of China (U2139208) and the Young Scientists Fund of the National Natural Science Foundation of China (51908401).

摘要: 基于频率相关等效线性化模型,提出了一种考虑局部场地效应的空间相关多点地震动模拟方法。采用有限元-边界元耦合方法计算局部场地非线性地震波散射效应,对山谷交错场地的地震动放大效应进行模拟分析,并与传统等效线性化方法做对比。其中,与频率相关的等效剪切模量和阻尼比可由标准应变谱拟合得到。结果表明:频率相关等效线性化方法与传统等效线性化方法的结果在总体趋势上具有一定相似性,均体现了山间谷地地震动空间分布的显著差异;与线性条件相比,均显示出地面运动加速度峰值降低,反应谱卓越周期延长。但频率相关方法引入了等效剪切模量和阻尼比的频率相关性,有效弥补了传统方法在高频反应估计上的不足,其所得地震动加速度和反应谱峰值显著高于传统方法,增幅可达23%以上,同时反应谱峰值位置向短周期方向移动,更合理地反映了土层地震动的高频特性。该方法能合理优化场地反应高频段结果,从而提高工程结构安全性。

关键词: 地震动模拟, 频率相关等效线性化, 局部场地效应, 有限元-边界元耦合方法, 山谷交错场地

Abstract: This study proposes a method to simulate spatially correlated multi-point ground motions, incorporating local site effects using a frequency-dependent equivalent linearization model. The finite element-boundary element coupling method is employed to calculate the nonlinear seismic wave scattering effects in complex sites. Additionally, the amplification effects of ground motions in mountain-valley coupled sites are simulated and analyzed. The results are compared with those obtained from the traditional equivalent linearization method. The frequency-dependent equivalent shear modulus and damping ratio are determined from a standard strain spectrum. The results indicate that the frequency-dependent equivalent linearization method and the conventional equivalent linearization method exhibit similar overall trends. Both reflect significant spatial variations in ground motion within the mountain valley site. Furthermore, compared to linear conditions, both methods show a reduction in the peak ground acceleration and an extension of the predominant period of the response spectrum. However, the frequency-dependent method accounts for the frequency dependence of equivalent shear modulus and damping ratio, effectively improving the high-frequency response estimation that conventional methods often underestimate. Results show that the ground motion accelerations and response spectrum peaks derived from the frequency-dependent approach are markedly higher compared to those from the conventional method, by more than 23%. Additionally, the response spectrum peak shifts toward shorter periods, which better reflects the high-frequency behavior of seismic waves in soil layers. This method can reasonably optimize the high-frequency segment of site response, thereby enhancing the safety of engineering structures.

Key words: ground motion simulation, frequency-dependent equivalent linearization, local site effect, finite element-boundary element coupling method, mountain-valley coupled sites

中图分类号: TU 45
[1] 何颖, 于琴, 刘中宪, . 考虑散射效应沉积河谷空间相关多点地震动模拟[J]. 岩土力学, 2019, 40(7): 2739-2747.
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