Formulas for Structural Dynamics: Tables, Graphs and Solutions

Chapter 2: Analysis Methods

Reciprocal theorems describe fundamental properties of elastic deformable systems. Displacement computation techniques are presented in this chapter, and the different calculation procedures for obtaining eigenvalues are discussed: among these are Lagrange's equations, Rayleigh, Rayleigh-Ritz and Bubnov-Galerkin's methods, Grammel, Dunker-ley and Hohenemser Prager's formulas, Bernstein and Smirnov's estimations.

NOTATION

a, b, c, d, e, f

Specific ordinates of the bending moment diagrams

a ik

Inertial coefficients

c ik

Elastic coefficients

E

Young's modulus of the beam material

EI

Bending stiffness

g

Gravitational acceleration

I z

Moment of inertia of a cross-section

k

Stiffness coefficient

L, l, h, a, b

Geometrical parameters

M

Bending moment

m ij, k ij

Mass and stiffness coefficients

M, J

Concentrated mass and moment of inertia of the mass

n

Number of degrees of freedom

Q

Generalized force

Generalized coordinate, generalized velocity and generalized acceleration

r

Radius of gyration

r ik

Unit reaction

U, T

Potential and kinetic energy

x, y, z

Cartesian coordinates

X(x)

Mode shape

y c

Ordinate of the bending moment diagram in the unit state under centroid of bending moment diagram in the actual state

? ik

Unit displacement

?

Area of the bending moment diagram under actual conditions

Differentiation with respect to space coordinate

Differentiation with respect to time

2.1 RECIPROCAL THEOREMS

Reciprocal theorems represent the fundamental and useful properties of arbitrary linear elastic systems. The...

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