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A series solution for surface motion amplification due to underground twin tunnels:incident SV waves 被引量:13

A series solution for surface motion amplification due to underground twin tunnels:incident SV waves
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摘要 A series solution of displacement response of the ground surface in the presence of underground twin tunnels subjectcd to excitation of incident plane SV waves is derived by using Fourier-Bessel series expansion method. The numerical parametric study shows that underground twin tunnels significantly amplify the nearby surface ground motion. It is suggested that the effect of subways on ground motion should be considered when the subways are planned and designed. A series solution of displacement response of the ground surface in the presence of underground twin tunnels subjected to excitation of incident plane SV waves is derived by using Fourier-Bessel series expansion method.The numerical parametric study shows that underground twin tunnels significantly amplify the nearby surface ground motion.It is suggested that the effect of subways on ground motion should be considered when the subways are planned and designed.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2003年第2期289-298,共10页 地震工程与工程振动(英文刊)
基金 National Natural Science Foundation of China(50378063) EYTP of MOE SRF for ROCS,MOE
关键词 UNDERGROUND TWIN TUNNELS surface motion plane SV wave scattering series solution underground twin tunnels surface motion plane SV wave scattering series solution
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参考文献6

  • 1[1]Pao YH and Mow CC (1973), Diffraction of Elastic Waves and Dynamic Stress Concentration, Crane,Russak and Company, New York.
  • 2[2]Lee VW and Trifunac MD (1979), "Response of Tunnels to Incident SH-Waves ," Journal of Engineering Mechanics, ASCE, 105: 643-659.
  • 3[3]Lee VW and Karl J (1993), "On Deformation Near a Circular Underground Cavity Subjected to Incident Plane P Waves," European Journal of Earthquake Engineering, 7(1): 29-36.
  • 4[4]Lee VW and Karl J (1992), "Diffraction of SV Waves by Underground, Circular, Cylindrical Cavities," Soil Dynamics and Earthquake Engineering, 11: 445-456.
  • 5[5]Davis CA, Lee VW and Bardet JP (2001), "Transverse Response of Underground Cavities and Pipes to Incident SV Waves," Earthquake Engineering and Structural Dynamics, 30:383-410.
  • 6[6]Liang J, Zhang H and Lee VW (2003), "A Series Solution for Surface Motion Amplification due to Underground Twin Tunnels: Incident P Waves," Acta Seismologica Sinica (in press).

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