顺流激励下对称v形峡谷地形效应的振动台试验

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yu Zhang , Ning Zhang , Denghui Dai , Xin Chen , Guojun Cai , Yufeng Gao
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引用次数: 0

摘要

局部的不规则地形会对地震波的传播产生很大的影响,引起地震动的放大或去放大。目前对峡谷地形效应的研究主要采用解析和数值方法,缺乏试验数据的支持。本文通过振动台试验研究了对称v形峡谷在顺流激励下的放大效应。模型峡谷的特征尺寸为1.0 m,质量为18 t,激励频段为0.1-100 Hz。峡谷的特征尺寸与入射波长(即峡谷的标准化尺寸)之比增加到1.0。峡谷表面监测点记录的加速度时程和傅立叶谱与理论计算结果吻合较好。这意味着实现了峡谷地形效应试验研究与理论研究的相互验证。系统地讨论了输入波的主频率和幅值对PGA放大系数的影响。提出了地形效应出现的阈值,即峡谷的标准化尺寸η≥0.08。振动台试验有望为验证峡谷地形效应的解析和数值研究提供基准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shaking table test on the topographic effect of a symmetrical V-shaped canyon under streamwise excitation
The local irregular topographies can substantially affect the seismic wave propagation and induce amplification or de-amplification of ground motions. Current research on the canyon topography effects mainly employs analytical and numerical methods, lacking the support from test data. The shaking table test is conducted in this paper to investigate the amplification effect of a symmetrical V-shaped canyon under streamwise excitation. The model canyon has a characteristic size of 1.0 m and a weight of 18 t. The excitation frequency band covers 0.1–100 Hz. The ratio of the canyon's characteristic size to the incident wavelength (i.e., the standardized size of canyon) is increased to 1.0. The acceleration time histories and corresponding Fourier spectrums recorded at monitoring points on the canyon surface are consistent with the theoretical calculation results. It means that the mutual verification between the test study and the theoretical study of the canyon topographic effect is realized. The influences of the dominant frequency and amplitude of input wave on the PGA amplification factor are systematically discussed. The threshold value where the topographic effect appears is proposed, i.e., the standardized size of the canyon η ≥ 0.08. The shaking table test is expected to provide a benchmark for the verification of the analytical and numerical studies on the canyon topographic effect.
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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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