journal article Jan 01, 1987

An evaluation of strong motion records and a new parameter A95

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Abstract
AbstractFrom the past studies of acceleration records, it is generally recognised that peak acceleration is not a suitable measure of the ground motion for design purposes. Usually, peak accelerations are difficult to predict. They occur in high frequency pulses containing very little energy and therefore are of little consequence. On the other hand acceleration has direct and useful application in engineering design.A new parameter A95 is introduced in this paper which is defined as that level of acceleration which contains up to 95 per cent of the Arias Intensity. From the study of 135 records, it is noticed that the variation of the fraction of Arias Intensity with acceleration level can be described by a very well defined relationship. It is also observed that A95 and Arias Intensity bear a stable relationship. Furthermore, the Arias Intensity at a site correlates more closely with the earthquake magnitude and the distance of the site from the source in attenuation relationships. From the available data, relationships are derived which show that there is a difference between the near‐field and the far‐field attenuation laws.The following relationships are obtained:
equation image
where Es = Arias Intensity, Ex = fraction of Arias Intensity above an acceleration level A, M = surface wave magnitude, R = nearest distance to the energy source or focal distance in km.
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References
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Ambraseys N. N. "Preliminary analysis of European strong motion data 1965–1978" Bull. EAEE (1978)
[2]
Arias A. (1969)
[3]
J. A.Blume ‘On instrumental versus effective acceleration and design coefficients’ Proc. 2nd U.S natl. conf. earthquake eng.EERI Berkeley (1979)868–882.
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Idriss I. M. "Characteristics of earthquake ground motions" Proc. ASCE geot. eng. div. earthquake eng. soil dyn. (1978)
[5]
Joyner W. "Peak horizontal accelerations and velocity from strong motion records" Bull. seism. soc. Am. (1981)
[6]
J. M.Menu ‘A computer program to correct the strong motion accelerations by efficient filters— ELLICOR’ Report Imperial College London 1983.
[7]
N. M.Newmark ‘Seismic design criteria for structures and facilities Trans‐Alaska pipeline system’ Proc. 1st US natl. conf. earthquake eng. Eng. Res. Inst. Ann Arbor Michigan (1975) 94–103.
[9]
K. S.Yang An evaluation of strong motion records and a new parameterA95M.Sc. Dissertationin Soil Mechanics and Engineering Seismology Civil Engineering Department Imperial College London 1984.
Cited By
122
Bulletin of Earthquake Engineering
Metrics
122
Citations
9
References
Details
Published
Jan 01, 1987
Vol/Issue
15(1)
Pages
119-132
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Cite This Article
S. K. Sarma, K. S. Yang (1987). An evaluation of strong motion records and a new parameter A95. Earthquake Engineering & Structural Dynamics, 15(1), 119-132. https://doi.org/10.1002/eqe.4290150109
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