Although most analytical research on soil-structure interaction (SSI) has assumed a rigid building foundation, numerical and experimental studies have shown that the dynamic response of a structure supported on flexible foundation will differ significantly from the same response on a rigid foundation. The analytical solutions have provided physical insights into the nature of the SSI problems and offered benchmarks to verify the approximate and numerical methods, among others. To this end, in this paper, we present an analytical solution of a tapered shear beam on an elastic semi-circular foundation excited by incident plane SH waves.

中文翻译：

---

平面外土-结构相互作用：平面SH波激发的柔性半圆形地基上的锥形剪力墙

尽管大多数关于土-结构相互作用（SSI）的分析研究都假定建筑物为刚性基础，但数值和实验研究表明，在柔性基础上支撑的结构的动力响应将与刚性基础上的相同响应有显着差异。分析解决方案为SSI问题的性质提供了物理见解，并提供了用于验证近似方法和数值方法的基准。为此，在本文中，我们提出了由入射平面SH波激发的弹性半圆形基础上的锥形剪切梁的解析解。