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Chapter 4 Response Spectrum Method

102 Chapter 4 Response Spectrum Method Introduction In order to perform the seismic analysis and design of a structure to be built at a particular location, the actual time history record is required. However, it is not possible to have such records at each and every location. Further, the seismic analysis of structures cannot be carried out simply based on the peak value of the ground acceleration as the Response of the structure depend upo n the freque ncy content of ground motion and its own dynamic properties. To overcome the above difficulties, earthquake Response Spectrum is the most popular tool in the seismic analysis of structures.

102 Chapter 4 Response Spectrum Method . 4.1 Introduction . In order to perform the seismic analysis and design of a structure to be built at a particular

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