Abstract: Dynamic analysis can be performed by two methods one is response spectrum method and another is time history method. In response spectrum method, the values are taken as per code IS 1893 (part 1) 2002 but in time history method the previous Earthquake data is used. The loads which are used they are as per IS standards. In present study, the time history analysis is to be used because time history analysis is more economical then response spectrum method. Multi-story regular buildings with (G+25) stories have been modelled using software STAAD PRO for seismic zone V in India. And by using time history method for multi-storey building the story displacement and story drift calculated. Time history analysis is also known as non-linear dynamic analysis. A time history is the advanced method of dynamic analysis. The time history analysis method is also capability to incorporate harmonic forcing function which can described by sinusoidal curves with a specified arrival time, frequency, amplitude, and duration.
Keywords: Dynamic analysis, response spectrum, time history, STAAD Pro V8i, multistory building.
Title: A Time History Analysis Method for Studying the Multi-storeyed Building Using STAAD Pro
Author: Vikas Mehta, Kanchan Rana
International Journal of Civil and Structural Engineering Research
ISSN 2348-7607 (Online)
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