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层状半空间中洞室对入射平面P波的放大作用 被引量:11

Amplification of plane P waves by a cavity in a layered half-space
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摘要 文中利用间接边界元法,在频域内求解了层状弹性半空间中洞室对入射平面P波的放大作用问题。通过自由场反应分析,求得假想洞室边界上各单元的应力响应。在洞室边界各个单元上施加虚拟分布荷载,求得位移和应力的格林函数。根据应力边界条件确定虚拟分布荷载,将自由场位移响应和虚拟分布荷载产生的位移响应叠加起来,即得到问题的解答。比较了层状半空间和均匀半空间中洞室对入射平面P波的放大作用,结果表明,层状半空间情况有可能导致较大的地表位移幅值,尤其是对于较低频率入射波。 Amplification of P waves by a cavity in a layered half-space was analyzed by indirect boundary element method in frequency domain. The free-field response was calculated to determine the stresses on the line which will form the surface of the cavity. Then fictitious distributed loads were applied on the same line in the free field to calculate Green’s functions for the displacements and stresses. The amplitudes of the fictitious distributed loads were determined by the boundary conditions of stresses, and the displacement response arising from the waves in the free field and from the fictitious distributed loads were summed up to obtain the solution. The amplification of the incident P waves by a cavity in a homogeneous half-space and a layered half-space were compared, and numerical results showed that larger surface displacement amplitude may be resulted in the case of layered half-space, especially for incident low-frequency waves.
出处 《地震工程与工程振动》 CSCD 北大核心 2005年第2期16-24,共9页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金项目(50378063) 教育部优秀青年教师资助计划项目
关键词 层状半空间 洞室 平面P波 散射 放大作用 layered half-space cavity plane P waves scattering amplification
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参考文献11

  • 1梁建文,张浩,Vincent W Lee.地下洞室群对地面运动影响问题的级数解答——P波入射[J].地震学报,2004,26(3):269-280. 被引量:23
  • 2梁建文,纪晓东,Vincent W Lee.地下圆形衬砌隧道对沿线地震动的影响(I):级数解[J].岩土力学,2005,26(4):520-524. 被引量:34
  • 3Pao Y H, Mow C C. Diffraction of elastic waves and dynamic stress concentrations [ M ]. New York: Crane Russak and Company, Inc. , 1973.
  • 4Lee V W, Trifunac M D. Response of tunnels to incident SH-waves[ J]. Journal of Engineering Mechanics, ASCE, 1979, 105:643 ~659.
  • 5Lee V W, Karl J. Diffraction of SV waves by underground, circular, cylindrical cavities [ J ]. Soil Dynamics and Earthquake Engineering, 1992,11:445 ~ 456.
  • 6Lee V W, Karl J. On deformations of near a circular underground cavity subjected to incident plane P waves [ J ]. European Journal of Earthquake Engineering, 1993, (1) :29 ~ 36.
  • 7Davis C A, Lee V W, Bardet J P. Transverse response of underground cavities and pipes to incident SV waves [ J ]. Earthquake Engineering and Structural Dynamics, 2001,30:383 ~410.
  • 8梁建文,张浩,Vincent W Lee.A series solution for surface motion amplification due to underground twin tunnels:incident SV waves[J].Earthquake Engineering and Engineering Vibration,2003,2(2):289-298. 被引量:17
  • 9Wolf J P. Dynamic Soil-Structure Interaction[M]. Englewood Cliffs: Prentice-Hall, 1985.
  • 10Vogt R F, Wolf J P, Bachmann H. Wave scattering by a canyon of arbitrary shape in a layered half space [ J ]. Earthquake Engineering and Structural Dynamics, 1988, 16: 803 ~ 812.

二级参考文献23

  • 1梁建文,纪晓东,Vincent W Lee.地下圆形衬砌隧道对沿线地震动的影响(I):级数解[J].岩土力学,2005,26(4):520-524. 被引量:34
  • 2[1]Pao YH and Mow CC (1973), Diffraction of Elastic Waves and Dynamic Stress Concentration, Crane,Russak and Company, New York.
  • 3[2]Lee VW and Trifunac MD (1979), "Response of Tunnels to Incident SH-Waves ," Journal of Engineering Mechanics, ASCE, 105: 643-659.
  • 4[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.
  • 5[4]Lee VW and Karl J (1992), "Diffraction of SV Waves by Underground, Circular, Cylindrical Cavities," Soil Dynamics and Earthquake Engineering, 11: 445-456.
  • 6[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.
  • 7[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).
  • 8Pao Y H, Mow C C. Diffraction of Elastic Waves and Dynamic Stress Concentrations[M]. New York: Crane Russak and Company, 1973.
  • 9Lee V W, Trifunac M D. Response of runnels to incident SH-waves[J]. Journal of Engineering Mechanics,American Society of Civil Engineers, 1979, 105:643-659.
  • 10Lee V W, Karl J. Diffraction of SV waves by underground,circular, cylindrical cavities[J]. Soil Dynamics and Earthquake Engineering, 1992, 11: 445- 456.

共引文献75

同被引文献64

引证文献11

二级引证文献50

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