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Temporal Acoustic Emission Index for Damage Monitoring of RC Structures Subjected to Bidirectional Seismic Loadings. [PDF]
Abarkane C +5 more
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Analysis of Accelerograms with Recursive-Filter Method
Minoru TAKEO, Katsuyuki ABE
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VpROM: a novel variational autoencoder-boosted reduced order model for the treatment of parametric dependencies in nonlinear systems. [PDF]
Simpson T +4 more
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Dataset from the dynamic shake-table experiments on a full-scale unreinforced clay-brick masonry building with chimneys. [PDF]
Kallioras S +4 more
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HEAD 1.0: A Unified HEllenic Accelerogram Database
Seismological Research Letters, 2004During the past thirty years various accelerogram data sets recorded by “free field” strong-motion stations in Greece have been compiled by two institutes that are in charge of running national strong-motion networks. These data sets have been of limited potential use for research because of nonstandard processing, nonhomogeneous earthquake parameters ...
N. Theodulidis +6 more
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Noise in Earthquake Accelerograms
Journal of the Engineering Mechanics Division, 1982The amplitudes of processing and digitization noise in strong motion earthquake accelerograms are reviewed for hand and automatic digitization. By finding the period bands for which the signal-to-noise ratio in digitized accelerograms is greater than one, dependence of cut-off periods for accelerogram data processing is presented for amplitude scaling ...
Vincent W. Lee +2 more
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Accelerograms—Parkfield earthquake
Bulletin of the Seismological Society of America, 1967Abstract Five accelerograms obtained during the main shock of the Parkfield earthquake series at locations adjacent to and within 10 miles of the trace of the San Andreas fault are presented together with limited analysis by electric analog methods.
William K. Cloud, Virgilio Perez
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Accelerograph calibration and accelerogram correction
Earthquake Engineering & Structural Dynamics, 1973AbstractWhen measured earthquake accelerations are used as a basis for structural design, then acceleration errors of a few per cent are usually acceptable. However a number of tasks in structural design, and in earthquake engineering research, require measured accelerations with errors limited to a few parts per thousand.
R. I. Skinner, W. R. Stephenson
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