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Processing of strong-motion accelerograms: needs, options and consequences

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TLDR
Options for processing strong-motion accelerograms are presented, discussed and evaluated from the perspective of engineering application, to avoid errors in the interpretation and use of the results.
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This article is published in Soil Dynamics and Earthquake Engineering.The article was published on 2005-02-01. It has received 567 citations till now. The article focuses on the topics: Earthquake engineering & Noise (signal processing).

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NGA Project Strong-Motion Database

TL;DR: A key component of the NGA research project was the development of a strong-motion database with improved quality and content that could be used for ground-motion research as well as for engineering practice.
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An improved method of matching response spectra of recorded earthquake ground motion using wavelets

TL;DR: The program RspMatch, which performs spectral matching using wavelets, is modified using new wavelets that obviate the need to subsequently apply a baseline correction and enables the accelerograms to be matched to the pseudo-acceleration or displacement spectral ordinates as well as the spectrum of absolute acceleration.
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Criteria for selecting and adjusting ground-motion models for specific target regions: Application to Central Europe and rock sites

TL;DR: These procedures are applied to select and adjust ground-motion models for the analysis of seismic hazard at rock sites in West Central Europe, chosen for illustrative purposes particularly because it highlights the issue of using ground- motion models derived from small magnitude earthquakes in theAnalysis of hazard due to much larger events.
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On the Use of Logic Trees for Ground-Motion Prediction Equations in Seismic-Hazard Analysis

TL;DR: In this article, the sensitivity of the ground-motion models to these conversions is shown, especially the measure of source-to-site distance, highlighting the need to take into account any incompatibilities among the selected equations.
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Probabilistic seismic demand analysis using advanced ground motion intensity measures

TL;DR: In this paper, the authors compare and contrast the use of various advanced scalar versus vector and conventional scalar ground motion intensity measures (IMs) for probabilistic seismic demand analysis (PSDA) to estimate the mean annual frequency of exceeding a specified value of a structural demand parameter (e.g. interstorey drift).
References
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Journal ArticleDOI

Tectonic stress and the spectra of seismic shear waves from earthquakes

TL;DR: In this paper, an earthquake model is derived by considering the effective stress available to accelerate the sides of the fault, and the model describes near and far-field displacement-time functions and spectra and includes the effect of fractional stress drop.
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Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity

TL;DR: In this article, the authors developed modifications to empirical strong ground motion attenuation relations to account for the effects of rupture directivity on strong motion amplitudes and durations, based on an empirical analysis of near-fault data.
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The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures

William Holmes
- 01 Feb 2000 - 
TL;DR: In this article, the NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures from the development of ATC 3-06 to the 1997 edition of the docum...
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Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes

TL;DR: In this article, empirical response spectral attenuation relations for the average horizontal and vertical component for shallow earthquakes in active tectonic regions were derived using a database of 655 recordings from 58 earthquakes.
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Ground-motion relations for eastern North America

TL;DR: In this article, the authors developed predictive relations for ground motions from eastern North American earthquakes of 4.0, 5.8 and 7.25 at distances of 10 =< R =< 500 km.
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