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- [3] Change of dynamic characteristics of a base-isolated high-rise building based on successive vibration observation during construction 1600, Architectural Institute of Japan (79):
- [4] Responses of a high-rise building during the 2011 tohoku earthquake and simulation analysis for future mega-thrust earthquakes (1) DPRI, Kyoto University, Uji, Japan; (2) Kyoto University, Kyoto, Japan, 1600, FRP Hydraulic Gates Engineering Association; Japan Bridge Association; Japan Bridge Bearing Association; Japan Bridge Engineering Center; Japan Steel Bridge Engineering Association; The Japan Civil Engineering Consultants Association (International Association for Bridge and Structural Engineering (IABSE)):
- [5] Seismic response analyses of an asymmetric base-isolated building during the 2011 Great East Japan (Tohoku) Earthquake STRUCTURAL CONTROL & HEALTH MONITORING, 2015, 22 (01): : 71 - 90
- [8] Analysis of Recorded Earthquake Responses of a High-Rise Building Based on Engineering Seismometric Observations Seismic Instruments, 2022, 58 : 55 - 62
- [9] The earthquake response characteristics of base-isolated high-rise buildings subject to scenario earthquakes in Japan and the effects of aspect ratio on their responses: A study on the effects of simultaneous action of horizontal and vertical ground motion on earthquake response characteristics of base-isolated high-rise buildings Part 3 Journal of Structural and Construction Engineering, 2011, 76 (660): : 281 - 290
- [10] Damage estimation of a super high-rise residential building during the 2011 off the pacific coast of tohoku earthquake and its residual seismic performance 1600, Architectural Institute of Japan (20):