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1.	Original version of the author's contribution as presented on CD, Paper ID: 12-01-0032.: PDF Centrifuge Modeling for Seismic Behaviors of Pile Groups on Inclined Laterally Spreading Soils Wang, Mingwu ; Tobita, Tetsuo The assessment of liquefaction hazard and the seismic design for the pile foundation in the inclined liquefiable soil layer is potentially very significant. Centrifuge te [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 04-01-0084.: PDF A Numerical Study of Dynamic Behavior of a Self-Supported Sheet Pile Wall Ueda, Kyohei ; Iai, Susumu Self-supported sheet pile walls constructed near water-front environments in large cities are vulnerable to large earthquakes because of corrosion or aging of their compo [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 04-02-0026.: PDF Seismic Behavior of Small-Scale Basin Using Centrifuge Testing Ghayamghamian, Mohammad Reza ; Iai, Susumu The lifeline facilities revealed high damage ratio in the vicinity of small-scale basin (scales in tens of meters). To explain the reasons of observed damage, the site re [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, Paper ID: 02-0045.: PDF Statistical Study to Determine JMA Earthquake Intensity by Questionnaire Survey in 2003 Bam (Iran) Earthquake Fallahi, Abdolhossein ; Alaghebandian, Reza After the destructive Bam earthquake of December 26, 2003 (Mw = 6.6), the present survey was conducted about two months after the earthquake as a part of damage investiga [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 4104.: PDF Generalized scaling law for settlements of dry sand deposit Tobita, Tetsuo ; Iai, Susumu Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 1099.: PDF Applicability of Multi-spring Model Based on Finite Strain Theory to Seismic Behavior of Embankment on Liquefiable Sand Deposit Ueda, Kyohei ; Ozutsumi, Osamu Detailed record - Similar records

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