ブックタイトル竹中技術研究報告書No70

概要

竹中技術研究報告書No70

TAKENAKA TECHNICAL RESEARCH REPORT No.70 2014竹中技術研究報告No.70 201410）Yamashita, K., Hamada, J., Onimaru, S. and Higashino, M. (2012): Seismic behavior of piled raft with groundimprovement supporting a base-isolated building on soft ground in Tokyo, Soils & Foundations, Special Issue onGeotechnical Aspects of the 2011 off the Pacific Coast of Tohoku Earthquake, Vol.52, No.5, 1000-1015.11）Hamada, J., Tanikawa, T., Onimaru, S. and Yamashita, K. (2012): Seismic observations on piled raft foundation withground improvement supporting a base-isolated building, 15th WCEE.12）Onimaru, S., Hamada, J., Nakamura, N. and Yamashita, K. (2012): Dynamic soil-structure interaction of a buildingsupported by piled raft and ground improvement during the 2011 Tohoku Earthquake, 15th WCEE.13）Hamada, J., Shigeno, Y., Onimaru, S., Tanikawa, T., Nakamura, N. and Yamashita, K. (2013): Numerical analysis onseismic response of piled raft foundation with grid-form deep mixing walls supporting a base isolated building, p.11,TAKENAKA Technical Report, No.69.14）Hamada, J., Shigeno, Y., Onimaru, S., Tanikawa, T., Nakamura, N. and Yamashita, K. (2014): Numerical analysis onseismic response of piled raft foundation with ground improvement based on seismic observation records, ComputerMethods and Recent Advances in Geomechanics, 719-724.15）Hamada, J., Aso, N., Hanai, A. and Yamashita, K. (2012): Stress of piles and lateral load sharing ratio between piles andraft evaluated from seismic observation on piled raft foundation, J. Structural Const. Eng. (AIJ), Vol.77, No.680, 1537-1544 (in Japanese).50