会议专题

SIMULATION OF STRONG MOTION AT KASHIWAZAKI DURING THE 2007 NIIGATAKEN CHUETSU-OKI, JAPAN, EARTHQUAKE

In this study, we evaluated the strong motion on engineering bedrock at a K-NET station NIG018, based on the Empirical Greens function method. For verifying the results, we calculated the response wave on surface using a dynamic effective stress method, and compared the synthetic seismic waves with the observed ones. The results show that the synthetic waves matches the observed ones well in response spectra, implicating that the amplitude of the synthetic wave on the engineering bedrock are adequate, with a PGA of about 823 cm/s2 and a PGV of 103 cm/s.

The Niigata-ken Chuetsu-oki earthquake Empirical Greens function method Engineering bedrock

Hongjun Si Fujio Uchiyama Yasuhiro Matsumoto Yusuke Saijo Toshiyuki Masatsuki Toshio Kuriyama

Dept.of Environment and Seismic Engineering,Kozo Keikaku Engineering Inc.,Tokyo.Japan

国际会议

14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

北京

英文

2008-10-12(万方平台首次上网日期,不代表论文的发表时间)