Abstract
Response spectrum analysis is the dominant contemporary method for dynamic analysis of building structures under seismic loading. The main reasons for the widespread use of this method are: its relative simplicity, its inherent conservatism, and its applicability to elastic analysis of complex systems. In this chapter the concept of response spectrum is introduced and it is differentiated from the closely related but different concept of design spectrum. Spectral entities and their “pseudo” counterparts such as spectral acceleration and spectral pseudo-acceleration are defined in Section 2.2. Response spectra and the common tripartite representation are introduced in Section 2.3. The concept of design spectra and several techniques for construction of elastic design spectra are presented in Sections 2.4 and 2.5. The influence of local soil conditions is treated in Section 2.6 and corresponding methods for the construction of spectra are presented in Sections 2.7 and 2.8. Section 2.9 introduces recent advances in the construction of response spectra using predictive attenuation relationships.
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Naeim, F., Paz, M. (1994). Seismic Response and Design Spectra. In: Paz, M. (eds) International Handbook of Earthquake Engineering. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-2069-6_2
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DOI: https://doi.org/10.1007/978-1-4615-2069-6_2
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