Analysis of the attenuation of strong ground motion on the island of Hawaii

Abstract We develop a horizontal peak ground acceleration (PGA) predictive equation for the island of Hawaii by applying the Joyner and Boore (1993, 1994) two-stage regression method to a data set that consists of 51 PGA from 22 events. Magnitudes vary from 4.0 to 7.2, and event depths vary from 4 to 14 km. The resulting equation is log ⁡ 10 P G A = 0.518 + 0.387 ( M − 6 ) − log ⁡ 10 r − 0.00256 r + 0.335 S , where PGA is measured in units of g , M is magnitude, r = ( d 2 + 11.29 2 ) 1/2 , and S is 0 for lava sites and 1 at ash sites. The distance parameter d is the closest distance from the recording site to the surface projection of the fault rupture area and varies from 0 to 88 km for the Hawaii PGA data set. We find that the attenuation of high- frequency strong ground motion is significantly greater than a previous relationship used for the island of Hawaii. The ash site coefficient S , which represents accelerometer sites with shear-wave velocities that vary from 60 to 200 m/sec, is generally larger than the soil site coefficients in other attenuation relationships.

[1]  J. Dvorak,et al.  Mechanical response of the south flank of kilauea volcano, hawaii, to intrusive events along the rift systems , 1986 .

[2]  J. Luetgert MacRay; interactive two-dimensional seismic raytracing for the Macintosh , 1992 .

[3]  Arthur N. L. Chiu Damage Survey of the Kaoiki, Hawaii Earthquake of November 16, 1983 , 1984 .

[4]  J. Lockwood,et al.  Earthquakes and related catastrophic events, Island of Hawaii, November 29, 1975; a preliminary report , 1976 .

[5]  W. B. Joyner,et al.  ESTIMATION OF RESPONSE SPECTRA AND PEAK ACCELERATIONS FROM WESTERN NORTH AMERICAN EARTHQUAKES: AN INTERIM REPORT PART 2 , 1993 .

[6]  W. R. Tanigawa,et al.  Kaoiki, Hawaii earthquake of November 16, 1983; a preliminary compilation of seismographic data at the Hawaiian Volcano Observatory , 1984 .

[7]  M. Wyss,et al.  Comparison of a complex rupture model with the precursor asperities of the 1975 HawaiiMs-7.2 earthquake , 1986 .

[8]  C. Bryan A possible triggering mechanism for large Hawaiian earthquakes derived from analysis of the 26 June 1989 Kilauea south flank sequence , 1992, Bulletin of the Seismological Society of America.

[9]  L. Reiter Earthquake Hazard Analysis: Issues and Insights , 1991 .

[10]  F. Scherbaum,et al.  Distribution of attenuation in the Kaoiki, Hawaii, source volume estimated by inversion of P wave spectra , 1990 .

[11]  N. Draper,et al.  Applied Regression Analysis , 1966 .

[12]  H. Kanamori,et al.  A moment magnitude scale , 1979 .

[13]  D. Hudson Reading and interpreting strong motion accelerograms , 1979 .

[14]  Masataka Ando,et al.  "The Hawaii Earthquake of November 29, 1975: Low dip angle faulting due to forceful injection of magma"" , 1979 .

[15]  T. Árnadóttir,et al.  Ground ruptures of the 1974 and 1983 Kaoiki Earthquakes, Mauna Loa Volcano, Hawaii , 1992 .

[16]  Chris H. Cramer,et al.  Peak accelerations from the 1992 Landers and big bear, California, earthquakes , 1994, Bulletin of the Seismological Society of America.

[17]  Norman R. Draper,et al.  Applied regression analysis (2. ed.) , 1981, Wiley series in probability and mathematical statistics.

[18]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[19]  Donald M. Hussong,et al.  The Eastern Pacific Ocean and Hawaii , 1989 .

[20]  R. Crosson,et al.  Focal mechanisms and locations of earthquakes in the vicinity of the 1975 Kalapana Earthquake aftershock zone 1970–1979: Implications for tectonics of the south flank of Kilauea Volcano, Island of Hawaii , 1982 .

[21]  W. B. Joyner,et al.  Methods for regression analysis of strong-motion data , 1993, Bulletin of the Seismological Society of America.