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A total of 32 accelerograms are artificially synthesized based on the design acceleration response spectrum.
The graphical formulation is based on the construction of constant design acceleration or constant design displacement curves.
The response spectrum of the artificial accelerogram fits well with the design acceleration spectrum of the Safe Shutdown Earthquake.
This paper first proposes a probabilistic design spectrum which includes as input, in addition to common design parameters, the probability that the design acceleration is exceeded.
A central issue in earthquake engineering design is the treatment of ground motion uncertainty and the non-linear structural response for defining the design acceleration.
The results are aimed to assess the potential of MHEs to design acceleration sensor systems with an adaptive magnetically controllable sensitivity range.
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We propose the use of abstractions as a general framework to design accelerations.
Particular emphasis is given to Sepolia station, where the developed accelerations (with PGA of about 0.17 g at the station base and 0.43 g at the station roof) are shown to have been almost exactly equal to the design accelerations according to the seismic code under the assumption that the station responds as an aboveground structure.
Finally, exploring the comparison of the PFA response of the bare and infilled frames for the 6 case study buildings confirms that significantly higher demands are to be expected for the latter, suggesting the necessity of accounting for the infills when performing detailed building-specific loss estimation analysis or designing acceleration sensitive equipment.
Design ground acceleration for the significant damage requirement (SLV): ag = 0.05 g; Maximum amplification factor of the acceleration response spectrum: F0 = 2.6; Upper period of the constant acceleration branch of the response spectrum: T C * = 0.5 s.
Seismic hazard parameters of the site are given by: Design ground acceleration for the significant damage requirement (SLV): ag = 0.05 g; Maximum amplification factor of the acceleration response spectrum: F0 = 2.6; Upper period of the constant acceleration branch of the response spectrum: T C * = 0.5 s.
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