The rigid foundation design must satisfy the limitation of the width height ratio of steps.
刚性基础设计必须满足台阶宽高比（刚性角）的限制。
An integral equation method is presented in this paper for the nonlinear analysis of beams on a rigid foundation.
提出了刚性地基梁非线性分析的积分方程法。
In addition, the dynamic response of a pier with rigid foundation or pier with elastic foundation is also analyzed.
此外还分析了刚性基础墩身和弹性基础墩身的动力响应问题。
In the course of conventional design, rigid foundation model is used usually for analyzing structural properties and dynamic response.
在常规工程动力设计中，常采用刚性地基模型，分析结构的动力特性和动力响应。
Calculation method of foundation pressure of rigid foundation is used to calculate the change of vertical force on pile top induced by the error of a pile position.
将刚性基础基底反力的计算方法用于桩位偏差时各桩顶竖向力的计算。
The concept of this technique is given in this paper and the transmissibility for one and two-stage mounting systems supported on rigid foundation is derived systematically.
本文简单叙述了机械阻抗法的概念，系统推证了刚性基础下单级和双级隔振的传递率。
Introducing the boundary conditions of the beam, a set of linear complementary equations is established of the beam on a rigid foundation in terms of foundation reactions and deflections.
通过引入梁的边界条件，建立起一组刚性地基梁关于地基反力和挠度的线性互补方程。
Introducing the boundary conditions of the beam, a set of linear complementary equations is established of the beam on a rigid foundation in terms of foundation reactions and deflections.
通过引入梁的边界条件，建立起一组刚性地基梁关于地基反力和挠度的线性互补方程。
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