Distribution of ground rigidity and ground model for seismic response analysis in Hualian project of large scale seismic test

Nuclear Engineering and Design

Volumn 172, Issue 3, 1997, Pages 297-308

  Kokusho, T ^b   Nishi, K ^a   Okamoto, T ^a   Tanaka, Y ^a   Ueshima, T ^a   Kudo, K ^a   Kataoka, T ^a   Ikemi, M ^a   Kawai, T ^a   Sawada, Y ^a   Suzuki, K ^a   Yajima, K ^a   Higashi, S ^a  

^a CENTRAL RESEARCH INSTITUTE OF ELECTRIC POWER INDUSTRY   (Japan)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

EID: 24044544365     PISSN: 00295493     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0029-5493(97)00053-8     Document Type: Article

References (10)

1. Graves, H.L., Tang, H.T., Liao, Y.C., 1996. Large-scale seismic test program at Hualien Taiwan, Nuclear Engineering and Design 163, pp. 323-332.
2. Kokusho, T., Nishi, K., Okamoto, T., Kataoka, T., Tanaka, Y., Kudo, K., Tang, H.T., Cheng, Y.H., 1993. Geotechnical Investigation in the Hualien Large Scale Seismic Test Project. Trans. 12th Int. Conf. on Structural Mechanics on Reactor Technology, vol. K1, pp. 85-90.
3. Kudo, K., Okamoto, T., Tanaka, Y., 1993. Discussion of S-wave analysis for PS-logging by down-hole method. Proc. 28th Jpn National Conf. on SMFE, JSSMFE (in Japanese), pp. 235-236..
4. Kudo, K., Kokusho, T., Okamoto, T., Tanaka, Y., Kawai, T., Sawada, Y., Suzuki, Yajima, H., 1994. Change of S-wave velocity of foundation ground just beneath a building during construction process. Proc. Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials-Measurement and Application-, (IS-Hokkaido 1994).
5. Okamoto, T., Kokusho, T., Yoshida, Y., Kusunoki, K., 1989. Comparison of the results by the ground level shock type and the bore hole shock type of PS-logging at sandy ground, 44th JSCE Ann. Meet., vol. 3 (in Japanese).
6. Okamoto, T., Kokusho, T., Sawada, Y., Suzuki, K., Yajima, H., Kudo, K., 1994a. Measurement of elastic wave velocity of foundation ground just beneath a building by down hole type PS logging. Proc. 29th Jpn National Conf. on SMFE. JSSMFE (in Japanese).
7. Okamoto, T., Kokusho, T., Ueshima, T., Kudo, K., Suzuki, K.. Yajima, H., Higashi, S., Tanaka, Y., 1994b. Distribution of ground Rigidity in Hualian Project of Large Scale Seismic Test. 13th Int. Conf. on SMiRT, Porto Alegre, Brazil, August.
8. Okamoto, T., Kokusho, T., Tanaka, Y., Ueshima, T., Kudo, K., Kawai, T., 1995. Ground Model for Seismic Response Analysis in Hualien Project of Large Scale Seismic Test. 13th Int. Conf. on SMiRT, Porto Alegre, Brazil, August.
9. Tang, H.T., Stepp, J.C. et al., 1991. The Hualien Large Scale Seismic Test for Soil Structure Interaction Research. Transactions of the 11th Int. Conf. on Structural Mechanics on Reactor Technology, vol. K, pp. 69-74.
10. Yoshida, Y., Kokusho, T., 1988. A Proposal on Application of Penetration Tests on Gravelly Soils. CRIEPI Report, U87080 (in Japanese).