Characteristic analysis of ground motions of a canyon topography under obliquely incident SV waves

被引:0
|
作者
Sun W. [1 ,2 ]
Wang J. [1 ,2 ]
Yan S. [1 ,3 ]
Ou E. [1 ,2 ]
Liang Q. [1 ,2 ]
机构
[1] School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou
[2] Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University, Lanzhou
[3] Engineering Laboratory of Mechanics Application of Railway Transportation of Gansu Province, Lanzhou
来源
关键词
Amplification coefficient; Canyon topography; Obliquely incident; SV wave; Visco-elastic artificial boundary;
D O I
10.13465/j.cnki.jvs.2019.20.034
中图分类号
学科分类号
摘要
Based on the input method of the visco-elastic artificial boundary combined with the equivalent load, the ground motion input of the obliquely incident SV waves was realized. The effects of the incident angles of the SV waves and the canyon slope angles on the ground motion amplification coefficient distribution characteristics were studied. It shows that: with the incident angle and slope angle increase, the ground motion amplification coefficient of the slope surface and a certain range of slope crest are increased, and the impact width of the slope top is also larger; when the seismic wave is incident at left, the ground motion amplification coefficient distribution is asymmetry on both sides of the canyon, x component of canyon left bank and z component of canyon right are greater with the incident angle, the greater of incident angle, the more obvious of asymmetry; the ground motion amplification coefficient of slope top and impact width of the slope top are increased linearly with the slope angle in different incident angles; the more incident angle and slope angle, the greater of slope top acceleration response spectrum of x component and the peak has a tendency shift to the right. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:237 / 243and265
相关论文
共 17 条
  • [1] Hu Y., Sun P., Zhang Z., Et al., Effects of site conditions on earthquake damage and ground motion, Earthquake Engineering and Engineering Vibration, pp. 36-43, (1980)
  • [2] Zhang J., Bo J., Wang Z., Et al., Influence of local topography on seismic ground motion in Wenchuan earthquake, Journal of Natural Disasters, 3, pp. 164-169, (2012)
  • [3] Lee S.J., Komatitsch D., Huang B.S., Et al., Effects of topography on seismic-wave propagation: An example from northern taiwan, Bulletin of the Seismological Society of America, 99, 1, pp. 314-325, (2009)
  • [4] Ding H., Yu Y., Zheng Z., Effects of scarp topography on seismic ground motion under inclined P waves, Rock and Soil Mechanics, 38, 6, pp. 1716-1724, (2017)
  • [5] Tian L., Xu Z., Zhang J., Seismic response for local landform subjected to scattering of incident wave, Progress in Geophysics, 27, 1, pp. 122-130, (2012)
  • [6] Liang J., Yan L., Li J., Et al., Response of circular-arc alluvial valleys under incident plane P waves, Rock and Soil Mechanics, 22, 2, pp. 138-143, (2001)
  • [7] Lee V.W., Sabban M.S., Ghosh T., 3D surface motion of long semi-circular longitudinal canyons: incident plane P waves, European Journal of Earthquake Engineering, 9, 3, pp. 12-22, (1996)
  • [8] Wong H.L., Trifunac M.D., Scattering of plane SH-waves by a semi-elliptical canyon, Earthquake Engineering and Structure Dynamics, 3, pp. 57-169, (1974)
  • [9] Liang J., Zhang Y., Gu X., Et al., Surface motion of circular-arc layered alluvial valleys for incident plane SH waves, Chinese Journal of Geotechnical Engineering, 22, 4, pp. 396-401, (2000)
  • [10] Lee V.W., Cao H., Diffraction of SV waves by circular canyon of various depths, Journal of Engineering Mechanics, 115, pp. 2035-2056, (1989)