Lec 1-Introduction
Lec 2 : Inverse Power Method
Lec 3: Dynamics of SDOF Structure
Lec 4: SDOF Response to Harmonic Loads
Lec 5 : Response to Harmonic Loading
Lec 6 :Response of SDOF Structure to Harmonic Loading
Lec 7 : Response to Harmonic Loading(Continue..)
Lec 8 : Transmissibility
Lec 9 : Dyanamic Characteristics
Lec 10 : Pulse Loading
Lec 11 : Pulse Load Response Characteristics
Lec 12 : Frequency Domain Response Analysis
Lec 13 : Methods of Analysis for General Loading
Lec 14 : Numerical Analyisis of Response of Single Degree of Freedom Structure
Lec 15 : Response Analysis of Single Degree of Freedom Systems for Earthquake Loads
Lec 16 : EarthQuake Response Analysis for Single Degree of Freedom Structures
Lec 17 : Generalized Single Degree of Freedom Systems Equations of Motion
Lec 18 : Generalized Single Degree of Freedom Systems Equations of Motion
Lec 19 : Generalized Single Degree of Freedom Systems Equations of Motion
Lec 20 : Generalized Single Degree of Freedom Systems Equations of Motion
Lec 21 : Equations of Motion for Multi Degree of Freedom Structures
Lec 22 : Equations of Motion for Multi Degree of Freedom Structures
Lec 23 : Multi Degree of Freedom Structure Equations of Motion
Lec 24 : Multi Degree of Freedom Structure Equations of Motion continuation...
Lec 25 : Free Vibration for Multi Degree of Freedom Structures
Lec 26 : Free Vibration for Multi Degree of Freedom Structures Continuation..
Lec 27 : Practical Free Vibration Analysis
Lec 28 : Dynamic Response of Multi Deree of Freedom Systems
Lec 29 : Dynamic Response of Multi Deree of Freedom Systems
Lec 30 : Damping for Multi Degree of Freedom Structures
Lec 31 : Earthquake Response of Multi Degree of Freedom Structures
Lec 32 : Earthquake Response of Multi Degree of Freedom Structures
Lec 33 : Dynamic Analysis of Buildings
Lec 34 : Free Vibration Response of Continuous Systems
Lec 35 : Free Vibration Response of Continuous Systems
Lec 36 :Free Vibration
Lec 37 : Dyanamic Response for Continuous Sysytems
Lec 38 : Examples for Dyanmic Response od Continuous Systems
Structural dynamics, therefore, is a type ofstructural analysis which covers the behavior of structures subjected to dynamic (actions having high acceleration) loading. Dynamicloads include people, wind, waves, traffic, earthquakes, and blasts. Any structure can be subjected to dynamic loading.
Professor Pradipta Banerji is a Professor of Structural Engineering at IIT Bombay, where he has been since 1988. He graduated with a B.Tech. degree from IIT Delhi in 1981, securing the Director's Silver Medal as the top-ranked graduating student in Civil Engineering. He has been the recipient of the exclusive National Science Talent Scholarship in India. He then completed an M.S. and a Ph.D. in Structural Engineering from the University of California, Berkeley, USA, with a specialization in Earthquake Engineering. During this period at Berkeley, he was awarded the UC Regents' Fellowship twice, the prestigious Popert Research Fellowship, and a Distinguished Teaching Award.
He is a member of several professional societies and is a member of the executive council of the International Society for Health Monitoring of Intelligent Infrastructure. Furthermore, he is a member of the Committee for Capacity Building of the World Federation of Engineering Organizations under UNESCO, and a member of the African Science Committee under the Nelson Mandela Foundation. He has spent short periods of a few months each as a Visiting Research Professor at the University of Manitoba, Canada and the University of Stuttgart, Germany.
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