| Optimal damper placement for minimum transfer functions I Takewaki Earthquake Engineering & Structural Dynamics 26 (11), 1113-1124, 1997 | 408 | 1997 |
| Building control with passive dampers: optimal performance-based design for earthquakes I Takewaki John Wiley & Sons, 2009 | 296 | 2009 |
| Design strategies of viscous dampers for seismic protection of building structures: a review D De Domenico, G Ricciardi, I Takewaki Soil dynamics and earthquake engineering 118, 144-165, 2019 | 281 | 2019 |
| The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions I Takewaki, S Murakami, K Fujita, S Yoshitomi, M Tsuji Soil Dynamics and Earthquake Engineering 31 (11), 1511-1528, 2011 | 274 | 2011 |
| Critical excitation methods in earthquake engineering I Takewaki Butterworth-Heinemann, 2013 | 170 | 2013 |
| Fundamental mechanism of earthquake response reduction in building structures with inertial dampers I Takewaki, S Murakami, S Yoshitomi, M Tsuji Structural Control and Health Monitoring 19 (6), 590-608, 2012 | 151 | 2012 |
| Resonant behaviour of base‐isolated high‐rise buildings under long‐period ground motions T Ariga, Y Kanno, I Takewaki The Structural Design of Tall and Special Buildings 15 (3), 325-338, 2006 | 151 | 2006 |
| Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers K Uetani, M Tsuji, I Takewaki Engineering Structures 25 (5), 579-592, 2003 | 116 | 2003 |
| Optimal damper placement for critical excitation I Takewaki Probabilistic Engineering Mechanics 15 (4), 317-325, 2000 | 115 | 2000 |
| Non‐monotonic optimal damper placement via steepest direction search I Takewaki, S Yoshitomi, K Uetani, M Tsuji Earthquake engineering & structural dynamics 28 (6), 655-670, 1999 | 113 | 1999 |
| Bound of earthquake input energy I Takewaki Journal of Structural Engineering 130 (9), 1289-1297, 2004 | 110 | 2004 |
| Optimal damper placement for planar building frames using transfer functions I Takewaki Structural and Multidisciplinary Optimization 20, 280-287, 2000 | 107 | 2000 |
| Critical earthquake response of elastic–plastic structures under near-fault ground motions (Part 1: Fling-step input) K Kojima, I Takewaki Frontiers in Built Environment 1, 12, 2015 | 103 | 2015 |
| Info-gap robust design with load and model uncertainties I Takewaki, Y Ben-Haim Journal of Sound and Vibration 288 (3), 551-570, 2005 | 99 | 2005 |
| Optimal placement of viscoelastic dampers and supporting members under variable critical excitations K Fujita, A Moustafa, I Takewaki Earthq. Struct 1 (1), 43-67, 2010 | 94 | 2010 |
| Sequential semidefinite program for maximum robustness design of structures under load uncertainty Y Kanno, I Takewaki Journal of Optimization Theory and Applications 130, 265-287, 2006 | 93 | 2006 |
| Effects of support stiffnesses on optimal damper placement for a planar building frame I Takewaki, S Yoshitomi The Structural Design of Tall Buildings 7 (4), 323-336, 1998 | 92 | 1998 |
| Seismic critical excitation method for robust design: A review I Takewaki Journal of Structural Engineering 128 (5), 665-672, 2002 | 86 | 2002 |
| An efficient methodology for robustness evaluation by advanced interval analysis using updated second-order Taylor series expansion K Fujita, I Takewaki Engineering Structures 33 (12), 3299-3310, 2011 | 85 | 2011 |
| Innovative base-isolated building with large mass-ratio TMD at basement for greater earthquake resilience T Hashimoto, K Fujita, M Tsuji, I Takewaki Future Cities and Environment 1, 1-19, 2015 | 83 | 2015 |
