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178篇 您的检索式:作者名="Tokimatsu"
    题名 作者 年代 出处 被引量
1Shaking table tests on the lateral response of a pile buried in liquefied sand显示文摘J.R. Dungca J. Kuwano A. Takahashi T. Saruwatari J. Izawa H. Suzuki K. Tokimatsu 2005Soil Dynamics and Earthquake Engineering2005,,2:2
2Soil liquefaction evaluation by elastic shear modulus显示文摘Tokimatsu K 1986Soils and Foundations1986,26,1:1
3Immunization of rhesus monkeys with a recombinant of modified vaccina virus Ankara expressing a truncated envelope glycoprotein of dengue type 2 virus induced resistance to dengue type 2 virus challenge显示文摘Men R Wyatt L Tokimatsu I 2000Vaccine2000,18,27:1
4The KEGG databases and tools facilitating omics analysis: latest developments involving human diseases and pharmaceuticals 显示文摘Kotera M Hirakawa M Tokimatsu T 2012Methods Mol Biol2012,802,:1
5S-wave velocity profiling by inversion of H/V spectrum显示文摘Arai H Tokimatsu K 2004Bulletin of the Seismological Society of America2004,94,1:1
6Influence of SPT procedures in soil liquefaction resistance evaluations 显示文摘SEED H B TOKIMATSU K HARDER L F 1985Journal of Geotechnical Engineering ASCE1985,111,12:1
7Empirical correlation of soil liquefac- tion based on SPT N-value and fines content 显示文摘Tokimatsu K Yoshimi Y 1983Soils and Foun- dations1983,23,4:1
8Possible biochemical roles of oxalic acid as a low molecular weight compound involved in brown-rot and while-rot wood decays显示文摘SHIMADA M AKAMATSU Y TOKIMATSU T 1997Journal of Biotechnology1997,53,1:1
9Building damage associated with geotechnical problems显示文摘TOKIMATSU K MIZUNO H KAKURAI M 1996Soils and Foundations1996,,:1
10Evaluation of settlements in sands due to earthquake shaking显示文摘TOKIMATSU K SEED H B 1987Journal of Geotechnical Engineering1987,113,8:1
11Moving critical and phase transformation stress state lines of saturated sand during cyclic undrained shear显示文摘ZHANG Jianmin Shamoto Y Tokimatsu K 1997Soils and Foundations1997,37,2:1
12Correlation between liquefaction resistance and shear wave velocity显示文摘Tokimatsu K 1990Soils and Foundations1990,30,2:1
13Liquefaction-Induced Lateral Load on Pile in a Medium Dr Sand Layer显示文摘Liangcai He Ahmed Elgamal Tarek Abdoun Akio Abe Ricardo Dobry Masanori Hamada Jorge Menses Masayoshi Sato Thomas Shantz Kohji Tokimatsu 2009Journal of Earthquake Engineering2009,,7:1
14Effects of multiple modes on Rayleigh wave dispersion characteristic显示文摘TOKIMATSU K TAMURA KOJIMA H 1992Journal of Geotechnical Engineering ASCE1992,118,10:1
15Soil liquefaction evaluations by elastic shear moduli显示文摘Tokimatsu K Yamazaki T Yoshimi Y 1986Soils and Foundations1986,26,1:1
16Soil liquefaction evaluation by elastic shear moduli显示文摘TOKIMATSU K YAMAZAKI T YOSHIMI Y 1986Soils and Foundations1986,26,1:1
17Correlation between liquefaction resistance and shear wave velocity显示文摘TOKIMATSU K UCHIDA A 1990Soils and Foundations1990,30,2:1
18Evaluation of settlements in sands due to earthquake shaking显示文摘ToKIMATSU K SEED H B 1987Journal of Ceotechnical Engineering1987,113,8:1
19Evaluation of earth pressure under any lateral deformation显示文摘Zhang J M Shomoto Y Tokimatsu K 1998Soil and Foundations1998,38,01:1
20A simple stress-strain relation based on stress-path behavior in strain-path controlled triaxial tests显示文摘ASAKA Y TOKIMATSU K IWASAKI K SHAMOTO Y 2003Soils and Foundations2003,43,2:1
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