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1.	Original version of the author's contribution as presented on CD, Paper ID: 04-02-0056.: PDF Amplification Properties of Developed Residential Land for Main Shock and Three Aftershocks Takahara, T. ; Horiguchi, T. Takamachi developed residential land was damaged in Niigata Chuetsu Earthquake in 2004. The maximum magnitude of acceleration of main shock is 818 gal and three big after [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 01-1311.: PDF Investigation of Damage of Masonry Garden Wall by the Niigata-Ken Chuetsu-Oki Earthquake in 2007 Nakamura, Yukiko ; Sato, Kenichi In this study, damage of masonry garden walls was investigated. Masonry garden walls such as stone masonry wall and concrete block masonry wall, are frequently used the b [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 02-0032.: PDF Site Amplification Formula for Seismic Zonation Based on Downhole Array Records During Strong Earthquakes Kokusho, Takaji ; Sato, K. Site amplification essential for seismic zonation is defined here as a peak value of spectrum ratio between ground surface and a base layer. The amplification was investi [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 4540.: PDF A study on reinforcement arrangement of the corner segment for a composite arched shielded tunnel Sato, K. ; Takeda, A. Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 4494.: PDF Long-period Ground Motion Characteristics of the Osaka Sedimentary Basin during the 2011 Great Tohoku Earthquake Sato, K. ; Iwata, T. Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 1269.: PDF NEES/E-Defense Base Isolation Tests: Performance of Triple-Pendulum Bearings Okazaki, Taichiro ; Mahin, S. A. Detailed record - Similar records

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