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Antiplane response of two scalene ,triangular hills and a semi-cylindrical canyon by incident SH-waves
by
Yang Zaili Xu Huanan Hei Baoping Zhang Jianwei
in
Boundaries
/ Boundary conditions
/ Canyons
/ Civil Engineering
/ Control
/ Dynamical Systems
/ Earth and Environmental Science
/ Earth Sciences
/ Earthquake engineering
/ Earthquakes
/ Geotechnical Engineering & Applied Earth Sciences
/ Ground motion
/ Hills
/ Mathematical analysis
/ Mathematical models
/ Seismic engineering
/ SH波
/ Vibration
/ Wave functions
/ 三角山
/ 凹陷
/ 半圆形
/ 平面
/ 斜角
/ 波函数展开方法
/ 边界条件
2014
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Antiplane response of two scalene ,triangular hills and a semi-cylindrical canyon by incident SH-waves
by
Yang Zaili Xu Huanan Hei Baoping Zhang Jianwei
in
Boundaries
/ Boundary conditions
/ Canyons
/ Civil Engineering
/ Control
/ Dynamical Systems
/ Earth and Environmental Science
/ Earth Sciences
/ Earthquake engineering
/ Earthquakes
/ Geotechnical Engineering & Applied Earth Sciences
/ Ground motion
/ Hills
/ Mathematical analysis
/ Mathematical models
/ Seismic engineering
/ SH波
/ Vibration
/ Wave functions
/ 三角山
/ 凹陷
/ 半圆形
/ 平面
/ 斜角
/ 波函数展开方法
/ 边界条件
2014
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Antiplane response of two scalene ,triangular hills and a semi-cylindrical canyon by incident SH-waves
by
Yang Zaili Xu Huanan Hei Baoping Zhang Jianwei
in
Boundaries
/ Boundary conditions
/ Canyons
/ Civil Engineering
/ Control
/ Dynamical Systems
/ Earth and Environmental Science
/ Earth Sciences
/ Earthquake engineering
/ Earthquakes
/ Geotechnical Engineering & Applied Earth Sciences
/ Ground motion
/ Hills
/ Mathematical analysis
/ Mathematical models
/ Seismic engineering
/ SH波
/ Vibration
/ Wave functions
/ 三角山
/ 凹陷
/ 半圆形
/ 平面
/ 斜角
/ 波函数展开方法
/ 边界条件
2014
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Antiplane response of two scalene ,triangular hills and a semi-cylindrical canyon by incident SH-waves
Journal Article
Antiplane response of two scalene ,triangular hills and a semi-cylindrical canyon by incident SH-waves
2014
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Overview
Antiplane response of two scalene triangular hills and a semi-cylindrical canyon by SH-waves is studied using wave function expansion and complex function method. Firstly, the analytical model is divided into three parts, and the displacement solutions of wave fields are constructed based on boundary conditions in the three regions. Three domains are then conjoined to satisfy the "conjunction" condition at shared boundary. In addition, combined with the zero-stress condition of semi-cylindrical canyon, a series of infinite algebraic equations for the problem are derived. Finally, numerical examples are provided and the influence of different parameters on ground motion is discussed.
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