DURATION AND ENERGY CHARACTERISTICS OF GREEK STRONG MOTION RECORDS

An ensemble of 201 Greek strong motion components is analysed and the respective duration and instrumental energy characteristics are determined. A comparative study of these characteristics and their correlation with (i) Modified Mercalli Intensity measures and (ii) peak response and input energy measures of SDOF systems, reveal the most suitable ones which can serve as indicators of the damage potential of the ground motion. Predictive relations of these measures, valid for the Greek tectonic region, are also provided.

[1]  A. Arias A measure of earthquake intensity , 1970 .

[2]  Mihailo D. Trifunac,et al.  A note on the correlation of frequency-dependent duration of strong earthquake ground motion with the Modified Mercalli Intensity and the geologic conditions at the recording stations , 1977 .

[3]  G. D. Jeong,et al.  The effect of earthquake duration on the damage of structures , 1988 .

[4]  Alphan Nurtuǧ,et al.  Earthquake ground motion characteristics and seismic energy dissipation , 1995 .

[5]  D. Rinaldis,et al.  The Kalamata, Greece, Earthquake of September 13, 1986 , 1987 .

[6]  Miguel Herraiz,et al.  AN APPROACH TO THE MEASUREMENT OF THE POTENTIAL STRUCTURAL DAMAGE OF EARTHQUAKE GROUND MOTIONS , 1997 .

[7]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[8]  Alphan Nurtuǧ,et al.  Prediction of seismic energy dissipation in SDOF systems , 1995 .

[9]  R. P. Kennedy,et al.  A criterion for determining exceedance of the operating basis earthquake: Final report , 1988 .

[10]  C. Uang,et al.  Evaluation of seismic energy in structures , 1990 .

[11]  W. Tso,et al.  Engineering implication of ground motion A/V ratio , 1992 .

[12]  A. G. Brady,et al.  A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .

[13]  Biswajit Basu,et al.  A probabilistic assessment of seismic damage in ductile structures , 1995 .

[14]  B. C. Papazachos,et al.  Dependence of strong ground motion on magnitude-distance, site geology and macroseismic intensity for shallow earthquakes in Greece: I, Peak horizontal acceleration, velocity and displacement , 1992 .

[15]  Mario E. Rodriguez EARTHQUAKE GROUND MOTION CHARACTERISTICS AND SEISMIC ENERGY DISSIPATION , 1997 .

[16]  Zbigniew Zembaty,et al.  A note on non-stationary stochastic response and strong motion duration , 1988 .

[17]  G. W. Housner,et al.  Behavior of Structures During Earthquakes , 1959 .

[18]  W. J. Hall,et al.  Earthquake Energy Absorption in SDOF Structures , 1984 .

[19]  Mihailo D. Trifunac,et al.  On the correlation of seismic intensity scales with the peaks of recorded strong ground motion , 1975 .

[20]  B. Papazachos,et al.  Toward a homogeneous moment-magnitude determination for earthquakes in Greece and the surrounding area , 1997, Bulletin of the Seismological Society of America.

[21]  G. Ahmadi Bounds on Earthquake Response of Structures , 1986 .

[22]  Mario H. Rodriguez,et al.  A measure of the capacity of earthquake ground motions to damage structures , 1994 .

[23]  Peter Fajfar,et al.  A measure of earthquake motion capacity to damage medium-period structures , 1990 .