Vibration of Cantilever is at Capter 10



Tittle of the Book
Structure Analysis" comprehensive, and easy to solve"
Written By: Osamu Kunita


Introduction

Chapt.1
Guidance to handle software in personal computer.

1-1.Matricies and Solutions of Equations
1-2. Excel Functions
1-3. Lotus 1-2-3
1-4. Scilab

Chapt.2
Equations Applicable to Structure Analisis


Chapt.3
Three Consecutive Moments' Equation-its meaning

3-1. Angle at the edge of Deformed Bar
3-2. Total Force at the considering point
3-3. Key Note to Culculation

Chapt.4
Example of Annalysis

4-1. Simple Beam
4-2. Beam Fixed Both Ends
4-3. Beam Supported Springs
4-4. Curve to Show Effect of the Loads to specific point
4-4-1. Moment Effect Curve
4-4-2. Effect to Support Force
4-4-3. Effect to Shearing Force

Chapt.5
Bend Angle Method

5-1. Equation of Moment
5-2. Equation of Total Moment at A Point
5-3. Equation of Total Force at A Point
5-4. Description of the Displacement

Chapt.6
Bend Angle Mathod Applied to a Rahmen
6-1. Gate Type Rahmen
6-2. House Roof Type Rahmen
6-3. Box type Rahmen supported by springs

Chapt.7
Utilization of the Three Moment Method and Bend Angle Method simaltaneously

7-1. Solving at a time
7-1-1. Outline
7-1-2. Example of Solving

7-2. Two Step Solving
7-2-1. Outline
7-2-2.Example of Solving


Chapt.8 Slab

8-1. Characteristic Points of Slab
8-2.Torsion
8-3.Formula


Chapt.9
Example of Slab

9-1. Four Sides Fixed
9-1-1.Example1
Uniformload, q=10kN/m2
9-1-2.Example2
One load P=100 kN at Center of the Slab
9-1-3.Example3.
Effect Curve: Moment at Center of the Slab
9-1-4.Example4.
Effect Curve: Moment at Fixed Side of Center

9-2.Slab supported Springs
9-2-1. A Load at center of the Slab
9-2-2. A Load at the Edge of the Slab


Chapt.10
Vibration of the Beam
10-1. Free Vibration of the Cantilever
10-2. Forced Vibration.
10-3.Ground Vibrated.

Chapt.11
Pile Structure
11-1. Outline
11-2. Model
11-3. Eample Calculation


Chapt12.
Other Application
12-1. Free Smooth Curve
12-2. Progressive Curve Applied to Aliviate Sudden Curve

Preface

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