JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

Prerequisites

Structural Analysis I & II

Course Objectives

To impart knowledge on the fundamental of structural dynamics and their

applications.

Course Outcomes

The learner will be able to understand the equation of motion, dynamics

response of single and multi-degree-of freedom systems.

UNIT - I

Theory of vibrations: Introduction - Elements of vibratory system - Degrees of Freedom - Continuous System - Lumped mass idealization - Oscillatory motion - Simple Harmonic motion - Vectorial representation of S.H.M. - Free vibrations of single degree of freedom system - undamped and damped vibrations - critical damping - Logarithmic decrement - Forced vibration of SDOF systems - Harmonic excitation - Vibration Isolation -Dynamic magnification factor – Phase angle.

UNIT - II

Introduction to Structural Dynamics: Fundamental objectives of dynamic analysis -Types of prescribed loading - Methods of discretization - Formulation of equations of motion by different methods – Direct equilibration using Newton’s law of motion / D’Alembert’s principle, Principle of virtual work and Hamilton principle. Single Degree of Freedom Systems: Formulation and solution of the equation of motion - Free vibration response - Response to Harmonic, Periodic, Impulsive and general dynamic loadings - Duhamel integral.

UNIT - III

Multi Degree of Freedom Systems: Selection of the degrees of Freedom - Evaluation of structural property matrices - Formulation of the MDOF equations of motion -Undamped free vibrations - Solutions of Eigen value problem for natural frequencies and mode shapes - Analysis of Dynamic response – Normal co-ordinates - Uncoupled equations of motion - Orthogonal properties of normal modes - Mode superposition procedure.

UNIT - IV

Practical Vibration Analysis: Introduction - Stodola method - Fundamental mode analysis - Analysis of second and higher modes - Holzer method - Basic procedure. Continuous Systems: Introduction - Flexural vibrations of beams - Elementary case – Derivation of governing differential equation of motion - Analysis of undamped free vibrations of beams in flexure - Natural frequencies and mode-shapes of simple beams with different end conditions - Principles of application to continuous beams.

UNIT - V

Introduction to Earthquake Analysis: Deterministic Earthquake Response: Systems on Rigid Foundations: Types of Earthquake Excitations – Lumped SDOF Elastic Systems, Translational Excitations Grreliyed – coordinate SDOF Elastic Systems, Translational Excitations, Linear Static Method – Analysis for obtaining response of multi storeyes RC Building.

R19 M.TECH STRUCTURAL ENGG.

REFERENCES:

• 1. Dynamics of Structures by Clough & Penzien, McGraw Hill, New York
• 2. Dynamics of Structures by Anil K. Chopra, Pearson Education (Singapore), Delhi.
• 3. Structural Dynamics by Mario Paz, C.B.S Publishers, New Delhi.
• 4. Theory of vibrations by W.T. Thomson CBS Publishers and Distributors.
• 5. Structural Dynamics by Roy. R. Craig John willy & fours. I.S: 1893 (Part 1) - 2016, “Code of practice for Earthquake resistant design of Structures” R19 M.TECH STRUCTURAL ENGG. M.TECH.- I YEAR- II SEMESTER STRUCTURAL ENGINEERING