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- W628410149 abstract "The behaviour of a structure under a seismic event may be studied in the elastic range by three different procedures. The easiest and most common design approach is represented by a static analysis where all the seismic effects are simulated by equivalent, static forces. Generally, the existing antiseismic design codes supply the criteria to be adopted in this kind of simplified method. The second procedure is based on the modal analysis by response spectra. The Italian code proposes design spectra the intensities of which are related to the seismic region considered. A further procedure is represented by a direct dynamic analysis; the structure is submitted to a time-varying acceleration law. In this paper the three methodologies are applied to an offshore structure; different response spectra and accelerograms are considered and the results are compared to each other." @default.
- W628410149 created "2016-06-24" @default.
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- W628410149 date "1992-01-01" @default.
- W628410149 modified "2023-09-23" @default.
- W628410149 title "ANTISEISMIC DESIGN METHODOLOGIES APPLIED TO AN OFFSHORE STRUCTURE" @default.
- W628410149 hasPublicationYear "1992" @default.
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