Synonyms
Artificial accelerograms; Direct integration methods; Inertia and damping forces; Linear and nonlinear analysis; Natural records; Seismic loading
Introduction
Most of the current seismic design codes belong to the category of prescriptive design procedures (or limit-state design procedures), where if a number of checks are satisfied, then the structure is considered safe since it fulfills the safety criterion against collapse. A typical limit-state-based design can be viewed as one- (i.e., ultimate strength) or two-limit-state approach (i.e., serviceability and ultimate strength). Existing seismic design procedures are based on the principle that a structure will avoid collapse if it is designed to absorb and dissipate the kinetic energy that is induced during a seismic excitation. Most of the modern seismic norms express the ability of the structure to absorb energy through inelastic deformation using a reduction or behavior factor that depends on the material and the...
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Lagaros, N.D., Mitropoulou, C.C., Papadrakakis, M. (2015). Time History Seismic Analysis. In: Beer, M., Kougioumtzoglou, I.A., Patelli, E., Au, SK. (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-35344-4_134
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DOI: https://doi.org/10.1007/978-3-642-35344-4_134
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