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STUDY OF TIME STEPPING METHODS FOR STIFF SYSTEMS OF DYNAMIC EQUATIONS

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dc.contributor.author Thakur, Santosh Kumar
dc.date.accessioned 2014-12-05T13:26:22Z
dc.date.available 2014-12-05T13:26:22Z
dc.date.issued 2000
dc.identifier M.Tech en_US
dc.identifier.uri http://hdl.handle.net/123456789/13416
dc.guide Prajapati, G. L.
dc.guide Prakash, Vipul
dc.description.abstract An undamped stiff two degree of freedom system is considered for this study. The solution methods of equilibrium equation includes mode superposition and some popular time stepping methods. The time history for various time stepping methods are obtained by the aid of computer programming in C++. Due to inherent property of stiff system higher frequency is obtained of the order of 100 times greater than the fundamental frequency. This leads to the time history obtained in high frequency as well as low frequency region. An aim is to get the accurate response in low frequency mode. Another aim is to filter out response in high frequency mode in as few time steps as possible. The popular time stepping methods are studied with respect to stability of solution, accuracy in first mode response and damping characteristics for higher mode response. The solutions obtained by the popular time stepping methods for the two degree of freedom undamped system. are compared with the exact response obtained by mode superposition for the undamped case. The strengths and weaknesses of the time stepping methods studied in chapter 4. en_US
dc.language.iso en en_US
dc.subject EARTHQUAKE ENGINEERING en_US
dc.subject TIME STEPPING METHODS en_US
dc.subject STIFF SYSTEMS en_US
dc.subject DYNAMIC EQUATIONS en_US
dc.title STUDY OF TIME STEPPING METHODS FOR STIFF SYSTEMS OF DYNAMIC EQUATIONS en_US
dc.type M.Tech Dessertation en_US
dc.accession.number G10146 en_US


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