岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2015年
2期
347-353
,共7页
齐辉%蔡立明%潘向南%张德伟%张洋
齊輝%蔡立明%潘嚮南%張德偉%張洋
제휘%채립명%반향남%장덕위%장양
SH波%散射%凸起%孔洞%直角域
SH波%散射%凸起%孔洞%直角域
SH파%산사%철기%공동%직각역
SH wave%scattering%salient%circular cavity%a quarter space
按照波函数展开法和镜像方法,对直角域中半圆形凸起和圆形孔洞对SH波的散射进行了分析,得到其稳态解。对含孔洞和凸起的直角域做分区,等效为一个含孔洞与凹陷的直角域和一个圆域的契合,其在分界面上满足位移和应力的连续性条件,即契合条件,分别构造两个区域内的位移波函数,按照孔洞边界柱面上的应力自由和契合条件定解波函数展开式的系数。按Fourier 级数展开法,得到定解条件的线性代数方程组,截断求解,进而得到问题的解析解。数值算例给出圆形孔洞边沿动应力和地表位移幅值的分布情况,得到直角域自由边界、凸起、孔洞对散射和地震动的影响。
按照波函數展開法和鏡像方法,對直角域中半圓形凸起和圓形孔洞對SH波的散射進行瞭分析,得到其穩態解。對含孔洞和凸起的直角域做分區,等效為一箇含孔洞與凹陷的直角域和一箇圓域的契閤,其在分界麵上滿足位移和應力的連續性條件,即契閤條件,分彆構造兩箇區域內的位移波函數,按照孔洞邊界柱麵上的應力自由和契閤條件定解波函數展開式的繫數。按Fourier 級數展開法,得到定解條件的線性代數方程組,截斷求解,進而得到問題的解析解。數值算例給齣圓形孔洞邊沿動應力和地錶位移幅值的分佈情況,得到直角域自由邊界、凸起、孔洞對散射和地震動的影響。
안조파함수전개법화경상방법,대직각역중반원형철기화원형공동대SH파적산사진행료분석,득도기은태해。대함공동화철기적직각역주분구,등효위일개함공동여요함적직각역화일개원역적계합,기재분계면상만족위이화응력적련속성조건,즉계합조건,분별구조량개구역내적위이파함수,안조공동변계주면상적응력자유화계합조건정해파함수전개식적계수。안Fourier 급수전개법,득도정해조건적선성대수방정조,절단구해,진이득도문제적해석해。수치산례급출원형공동변연동응력화지표위이폭치적분포정황,득도직각역자유변계、철기、공동대산사화지진동적영향。
By using wave function expansion method and image method, scattering of a salient and a circular cavity with SH wave in an elastic quarter space is analyzed to obtain the steady state solution. The elastic quarter space which contains a salient and a circular cavity is divided into two media, while medium I is a quarter spaces which contain a circular cavity and a semi-circular canyon, medium II is a circular domain. Conjunction condition is introduced to force displacements and stresses of two media continued on the divided bound. Specific expressions of constructed displacement wave in medium I and medium II are determined by employing stress free condition on cavity bound and conjunction condition by using wave function expansion method and Fourier series expansion method. Simultaneously, the analytical solution is presented by solving truncated linear algebraic equations of definite boundary conditions. Numerical results are calculated to describe distribution of dynamic stress around the circular cavity and amplitude of displacement along the horizontal surface, then, effects of salient, cavity and stress free bounds of the quarter space to scattering and seismic ground motion are quantified.