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Fujita Kohei
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Year
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
942010
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
852011
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), 1-19, 2015
832015
Uncertainties in long-period ground motion and its impact on building structural design: case study of the 2011 Tohoku (Japan) earthquake
I Takewaki, K Fujita, S Yoshitomi
Engineering Structures 49, 119-134, 2013
752013
Earthquake input energy to tall and base‐isolated buildings in time and frequency dual domains
I Takewaki, K Fujita
The Structural Design of Tall and Special Buildings 18 (6), 589-606, 2009
722009
Piezoelectric dynamic strain monitoring for detecting local seismic damage in steel buildings
M Kurata, X Li, K Fujita, M Yamaguchi
Smart Materials and Structures 22 (11), 115002, 2013
512013
Simultaneous optimal damper placement using oil, hysteretic and inertial mass dampers
Y Murakami, K Noshi, K Fujita, M Tsuji, I Takewaki
Earthq. Struct 5 (3), 261-276, 2013
472013
Instantaneous earthquake input energy and sensitivity in base‐isolated building
K Yamamoto, K Fujita, I Takewaki
The Structural Design of Tall and Special Buildings 20 (6), 631-648, 2011
422011
A simple response evaluation method for base-isolation building-connection hybrid structural system under long-period and long-duration ground motion
K Hayashi, K Fujita, M Tsuji, I Takewaki
Frontiers in Built Environment 4, 2, 2018
362018
An evolutionary algorithm for optimal damper placement to minimize interstorey-drift transfer function in shear building
K Fujita, K Yamamoto, I Takewaki
Earthquakes and Structures 1 (3), 289-306, 2010
302010
A physics-based Monte Carlo earthquake disaster simulation accounting for uncertainty in building structure parameters
S Homma, K Fujita, T Ichimura, M Hori, S Citak, T Hori
Procedia Computer Science 29, 855-865, 2014
272014
Hybrid control system for greater resilience using multiple isolation and building connection
M Taniguchi, K Fujita, M Tsuji, I Takewaki
Frontiers in built environment 2, 26, 2016
252016
Critical double impulse input and bound of earthquake input energy to building structure
K Kojima, K Fujita, I Takewaki
Frontiers in Built Environment 1, 5, 2015
232015
Dual hysteretic damper system effective for broader class of earthquake ground motions
T Shiomi, K Fujita, M Tsuji, I Takewaki
International Journal of Earthquake and Impact Engineering 2 (3), 175-202, 2018
222018
Story-wise system identification of actual shear building using ambient vibration data and ARX model
A Ikeda, K Fujita, I Takewaki
Earthq. Struct 7, 1093-1118, 2014
212014
Displacement measurement and nonlinear structural system identification: A vision‐based approach with camera motion correction using planar structures
J Jiao, J Guo, K Fujita, I Takewaki
Structural Control and Health Monitoring, e2761, 2021
202021
Optimal placement and design of nonlinear dampers for building structures in the frequency domain
K Fujita, M Kasagi, ZQ Lang, PF Guo, I Takewaki
Earthq. Struct 7 (6), 1025-1044, 2014
202014
Damage identification for frame structures using vision-based measurement
J Guo, J Jiao, K Fujita, I Takewaki
Engineering Structures 199, 109634, 2019
182019
System identification of high-rise buildings using shear-bending model and ARX model: experimental investigation
K Fujita, A Ikeda, M Shirono, I Takewaki
Proc. of ICEAS13 in ASEM13, 2803-2815, 2013
172013
Critical response of nonlinear base-isolated building considering soil-structure interaction under double impulse as substitute for near-fault ground motion
H Akehashi, K Kojima, K Fujita, I Takewaki
Frontiers in Built Environment 4, 34, 2018
152018
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