Titlebook: Static and Dynamic Analysis of Structures; with An Emphasis on James F. Doyle Book 1991 Springer Science+Business Media Dordrecht 1991 Deg

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书目名称Static and Dynamic Analysis of Structures影响因子(影响力)




书目名称Static and Dynamic Analysis of Structures影响因子(影响力)学科排名




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书目名称Static and Dynamic Analysis of Structures年度引用学科排名




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认识

Background and Scope,y described by idealized models from which the internal forces and displacements are found. We present, in the following chapters, the stiffness formulated matrix methods as models to tackle some of the fundamental problems facing engineers in structural mechanics.

BRACE

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Truss and Frame Analysis, must be triangulated. A ., on the other hand, is a structure that consists of arbitrarily oriented beam members which are connected rigidly or by pins at joints. The members support bending as well as axial loads.

漂亮

Structural Stability,n equilibrium, namely .. Basically, we are interested in what happens to the structure when it is disturbed slightly from its equilibrium position: does it tend to return to its equilibrium position, or does it tend to depart even further? We term the former case . and the latter .. A load carrying

Coterminous

General Structural Principles I,ium. In each case, we derived a set of governing differential equations, integrated them, and then determined the constants of integration by satisfying the appropriate boundary and compatibility conditions. This approach will work in every case, but as a practical tool it suffers from a number of d

Measured

Computer Methods I,omputer is actually used to accomplish this analysis. This chapter introduces some of the basic computer methods and algorithms used in structural analysis; these include schemes for solving simultaneous equations, solving eigenvalue problems, and for efficient data storage. In addition, it attempts

convulsion

Vibration of Rod Structures,ehavior because the responses are functions of both space and time. We show, however, that spectral analysis can be used to reduce these problems to a series of pseudo-static problems and thus make them amenable to the solution procedures already established. As a special case, we establish the free

Fortuitous

Modal Analysis of Frames, and mode shapes are determined by solving a transcendental eigenvalue problem. Consequently, we found the approximate formulations easier to use because they lead to an algebraic eigenvalue problem. In this chapter, we take the approximate formulation one step further by utilizing properties of alg