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Fig. 1 Strong motion record of the mainshock recorded at the USGS KNTNP station in Kathmandu.
However, there is a serious lack of strong motion records of engineering interest in the region.
The strong motion records of K-NET and KiK-net are used.
The ground motion records of the three sites are shown in Fig. 2.
The same ground motion record of Imperial Valley-02 1940 was used.
For dynamic analysis, strong motion record of Upland earthquake is used.
Number of ground motion records of earthquake with magnitude higher than 5 in PEER database are shown in Table 1.
One is to comprehend the variability of the source parameters by analyzing the ground motion records of past earthquakes.
Horizontal-to-vertical spectral ratios were obtained from both microtremor measurements and strong motion records of aftershocks.
Fortunately, strong motion records of the main shock and many small events were obtained at this site.
However, the upper limit represents that obtained from strong motion records of the cracked building (Morales 2000).
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