《工程中的概率方法》Section2Article6

阶系统的简化 我们将研究的规范性问题是与以下形式的一阶常微分方程组

《工程中的概率方法》Section2Article4

一些思想介绍 假设你有一个简单的问题,如: =xy,其中,v(0)=0 对于应用,你所感兴趣的是从t=0积分到t=lV的特性,对于这个问题,结果是 众所周知的 v(t)=voe (2) 但是,对于我们所关心的大多数问题,其精确的结果是不知道的,对于这种

Thus far have considered only static response. However, things also move, this includes structures Can actually identify three \categories\ of response A.(Quasi)-Static [quasi because the load must first be applied

Now consider the case of compressive loads and the instability they can cause. Consider only static instabilities (static loading as opposed to dynamic loading [ e.g., flutter) From Unified, defined instability via a system becomes unstable when a negative stiffness overcomes

For a number of cross-sections we cannot find stress functions. However, we can resort to an analogy introduced by Prandtl(1903) Consider a membrane under pressure p, Membrane\. structure whose thickness is small compared to surface

Earlier looked at Simple Beam Theory in which one considers a beam in the x-z plane with the beam along the x-direction and the load in the z-direction Figure 14.1 Representation of Simple Beam Now look at a more general case Loading can be in any direction

Before we look specifically at thin-walled sections, let us consider the general case (i.e, thick-Walled) Hollow thick-walled sections Figure 12.1 Representation of a general thick-walled cross-section 中=c2 on one boundary φ=c1 on one boundary This has more than one boundary(multiply-connected do=0 on each boundary

Return to the simplest system the single spring-mass This is a one degree-of-freedom system with the governing equation