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圆弧状凹陷地形在平面SH波入射下的动力响应:高频解答 被引量:5

Dynamic Response of Circular-arc-shaped Canyon under the Incidence of Plane SH Wave:High-frequency Solution
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摘要 利用波函数的Fourier-Bessel级数展开法和外域型Graf加法公式,推导了圆弧状凹陷地形对平面SH波二维散射问题的解析解。与现有其他解析解不同的是,该解析解的获得无须求解线性方程组,从而避免了高频波入射下方程组系数矩阵可能出现的病态问题。因此,既使在入射波频率很高的情况下,该解析解也能够收敛。利用该解,在一个非常宽的频带范围内讨论了凹陷地形的几何形状对地面运动的影响。 Using Fourier-Bessel series expansion of wave functions and the exterior Graf's addition formula, the analytical solution to the two-dimension scattering problem of SH waves by the circular-arc-shaped canyon topography is deducted. Compared to other analytical solutions available so far, the acquisition of our solution does not need solve linear equation system, which avoids the possible ill-conditioned issues that might arise in the coefficient matrix of the equation system for the cases of the incident waves with high frequencies. Therefore, even for very high frequencies of incident waves, the proposed analytical solution can still converge. Using the deducted solution, the influence, which is imposed by the geometries of the canyon topography on the ground motion, is discussed in very broad frequency band.
作者 杨彩红
出处 《震灾防御技术》 2009年第2期158-166,共9页 Technology for Earthquake Disaster Prevention
基金 国家科技支撑计划(2006BAC13B02) 国家自然科学基金项目(50608066) 地震科学联合基金项目(A07045)资助
关键词 平面SH波 凹陷地形 散射 解析解 场地效应 Plane SH wave Canyon topography Scattering Analytical solution Site effect
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参考文献5

  • 1Abramowitz M.and Stegun I.A.,1972.Handbook of Mathematical Functions,with Formulas,Graphs,and Mathematical Tables.New York:Dover Publication.
  • 2Cao H.and Lee V.W.,1989.Scattering of plane SH waves by circular cylindrical canyons with variable depth-to-width ratio.European J.Earthq.Engng.,2:29-37.
  • 3Trifunac M.D.,1973.Scattering of plane SH waves by a semi-cylindrical canyon.Earthq.Eng.Struct.Dyn.,1:267 -281.
  • 4Wong H.L.and Trifunac M.D.,1974.Scattering of plane SH-waves by a semi-elliptical canyon.Earthq.Eng.Struct.Dyn.,3:157-169.
  • 5Yuan X.and Liao Z.,1994.Scattering of plane SH waves by a cylindrical canyon of circular-arc eross-section.Soil Dyn.Earthq.Eng.,13:407-412.

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