by YiBen Tsai
Tsai, YiBen (2001). Implications of Ground Motion Data Recorded in the M7.6 ChiChi, Taiwan Earthquake of September 21, 1999. SMIP01
Seminar on Utilization of StrongMotion Data, p. 23  52.
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Abstract
A disastrous earthquake took place in central Taiwan at 01:47 of September 21, 1999 (Taiwan local time). The Seismology Center of the
Central Weather Bureau (CWB) located the epicenter near the town of Chichi, Nantou County . The magnitude of this earthquake was ML 7.3
(CWB) and MW 7.6 (NEIC). The earthquake has caused heavy casualties and building damages: 2,539 people killed or missing, 11,306 people
injured; 51,751 household units totally collapsed, 54,406 household units partially collapsed. In addition, there were widespread
destruction and disruption of lifelines, including roads and bridges, water supply, gas supply, communication and electricity. The
ChiChi, Taiwan earthquake produced a rich set of 441 strong ground motion recordings. In this paper we present some results from
analysis of these recordings.
First, we found that the overall level of the observed horizontal peak ground acceleration (PGA) values was relatively low (about 50% less)
when compared with what would be predicted for an earthquake of the same magnitude by existing attenuation models based on worldwide data.
High horizontal PGA values at sites on the hanging wall and within 20 km of the surface fault ruptures are notable exceptions. The
horizontal PGA values are indistinguishable among the four different site classes. However, the horizontal PGA values in Taipei Basin,
Ilan Plain, and Hwalien areas are significantly higher than the average at similar distances. Unlike the horizontal PGA, the observed
horizontal peak ground velocity (PGV) values are relatively high (at least 100% higher) when compared with what would be predicted for
an earthquake of the same magnitude by an existing PGV attenuation model based on worldwide data. Thus, as far as peak ground motion
parameters are concerned, the ChiChi earthquake may be called a highPGV, lowPGA earthquake.
Next, we analyzed the 5% damped acceleration response spectrum shapes for the four different site classes B, C, D, and E, in order to
study possible dependence of the response spectrum shape on local site conditions. It is found that the peak spectral amplification
factor ranges between 2.3 and 2.5 for all four classes of site conditions. In general, the response spectrum shape for Class B sites on
soft rocks older than the Pliocene age has spectral amplification for periods up to about 1.5 seconds. The spectral amplification of
Classes C and D sites on stiff soils occurs over periods up to about 2.0 seconds. The spectral amplification of Class E sites on soft
soils occurs over periods up to about 3.0 seconds. The response spectrum shapes for Taipei Basin and Ilan Plain are quite similar to
Class E sites, whereas Hwalien area is similar to Class C or D sites.
Finally, we analyzed the observed characteristics of acceleration response spectra from 44 nearfault sites. For the eight sites within
2 km from the surface fault ruptures, the median horizontal PGA value is about 0.5 g. The corresponding spectral peak is about 1.0 g.
The medianplusonestandarddeviation horizontal PGA value is about 0.7 g and the corresponding spectral peak is about 1.8 g. Thus,
for sites within 2 km from the surface fault ruptures, application of a scaling factor of 1.5 to the current seismic design spectrum
anchored at a PGA value of 0.33 g for Zone 1A appears to be appropriate. For the 18 sites located at 2 to 10 km from the surface fault
ruptures, the median horizontal PGA value is about 0.25 g. The corresponding peak spectral value is about 0.6 g. The
medianplusonestandarddeviation horizontal PGA value is about 0.4 g and the corresponding peak spectral value is about 0.8 g. Thus,
for sites between 2 and 10 km from the surface fault ruptures, the current seismic design spectrum anchored at a PGA value of 0.33 g for
Zone 1A appears to be adequate. For the 33 sites at 10 to 20 km from the surface fault ruptures, the median horizontal PGA value is about
0.18 g and the corresponding peak spectral value is about 0.45 g. The medianplusonestandarddeviation horizontal PGA value is about
0.3 g and the corresponding peak spectral value is about 0.7 g. Thus, for sites located between 10 and 20 km from the surface fault
ruptures, the current seismic design spectrum anchored at a PGA value of 0.33 g for Zone 1A is more than adequate.
