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| 書誌情報 | ファイル |
|---|---|
| Pseudo-double impulse for simulating critical response of elastic-plastic MDOF model under near-fault earthquake ground motion Akehashi, Hiroki; Takewaki, Izuru (2021-11) Soil Dynamics and Earthquake Engineering, 150 |  |
| Frequency-domain optimal viscous damper placement using lower-bound transfer function and multimodal adaptability Akehashi, Hiroki; Takewaki, Izuru (2022-07) Structural Control and Health Monitoring, 29(7) | |
| Instantaneous earthquake input energy and sensitivity in base-isolated building Yamamoto, Kaoru; Fujita, Kohei; Takewaki, Izuru (2009-10-07) The Structural Design of Tall and Special Buildings, 20(6): 631-648 | |
| Towards Narrowing Unexpected Issues in Future Earthquakes: A Review Takewaki, Izuru (2013-05) Advances in Structural Engineering, 16(5): 931-946 | |
| Post-Tensioning High-Hardness Rubber Damper System for Vibration Control of Residential Houses and Building Structures Kim, Hyeong Gook; Yoshitomi, Shinta; Tsuji, Masaaki; Takewaki, Izuru (2012-12) Advances in Structural Engineering, 15(12): 2157-2172 | |
| Uncertainties in long-period ground motion and its impact on building structural design: Case study of the 2011 Tohoku (Japan) earthquake Takewaki, Izuru; Fujita, Kohei; Yoshitomi, Shinta (2013-04) Engineering Structures, 49: 119-134 | |
| Bound of aspect ratio of base-isolated buildings considering nonlinear tensile behavior of rubber bearing Hino, J.; Yoshitomi, S.; Tsuji, M.; Takewaki, Izuru (2008-10) Structural Engineering and Mechanics, 30(3): 351-368 | |
| Temporal variation in modal properties of a base-isolated building during an earthquake Takewaki, Izuru; Takewaki, Mitsuru (2010-01) Journal of Zhejiang University - Science A, 11(1): 1-8 | |
| Use of probabilistic and deterministic measures to identify unfavorable earthquake records Moustafa, Abbas; Takewaki, Izuru (2009-05) Journal of Zhejiang University - Science A, 10(5): 619-634 | |
| Critical correlation of bi-directional horizontal ground motions Fujita, Kohei; Takewaki, Izuru (2010-01) Engineering Structures, 32(1): 261-272 | |