| Proper placement of energy absorbing devices for reduction of wind-induced vibration caused in high-rise buildings O Furuya, H Hamazaki, S Fujita Journal of Wind Engineering and Industrial Aerodynamics 74, 931-942, 1998 | 29 | 1998 |
| Study on measurement method for structural fracturing and breakdown process in shake table tests S Fujita, O Furuya, Y Niitsu, T Mikoshiba, S Aikawa, S Fujimura ASME-PUBLICATIONS-PVP 402 (2), 225-230, 2000 | 17 | 2000 |
| Research and development of measurement method for structural fracturing process in shake table tests using image processing technique S Fujita, O Furuya, T Mikoshiba J. Pressure Vessel Technol. 126 (1), 115-121, 2004 | 16 | 2004 |
| Study on 3-D measurement method for structural dynamic displacement in shake table tests using image processing S Fujita, O Furuya, Y Niitsu, T Mikoshiba, H Yamazaki ASME Pressure Vessels and Piping Conference 46563, 35-41, 2002 | 16 | 2002 |
| Study on measurement method for structural fracturing process in shake table tests using image processing S Fujita, O Furuya, Y Niitsu, T Mikoshiba, S Aikawa ASME-PUBLICATIONS-PVP 428, 167-172, 2001 | 16 | 2001 |
| Development of high damping rubber damper for vibration attenuation of high-rise building S Fujita, S Morikawa, Y Suizu, T Fujita, T Teramoto, H Kitamura, O Furuya Proc., 10th WCEE 4, 2097-2101, 1992 | 15 | 1992 |
| Enhancement of seismic resilience of piping systems in nuclear power plants using steel coil damper SG Cho, O Furuya, H Kurabayashi Nuclear Engineering and Design 350, 147-157, 2019 | 14 | 2019 |
| Dynamic tests on high damping rubber damper for vibration control of tall buildings S Fujita, O Furuya, T Fujita, Y Suizu, Y Kasahara, T Teramoto, H Kitamura FA2-3; First World Conference on Structural Control, 1994 | 14 | 1994 |
| Seismic damage of mechanical structures by the 2011 Great East Japan Earthquake S Fujita, I Nakamura, O Furuya, T Watanabe, K Minagawa, M Morishita, ... 15th World Conference on Earthquake Engineering, 24-28, 2012 | 12 | 2012 |
| Study on 3-D Measurement Method using Image Processing Technique for Dynamic Displacement in Shake Table Tests S Fujita, O Furuya, Y Niitsu, T Mikoshiba, D Nakano ASME Pressure Vessels and Piping Conference 4157, 1-7, 2003 | 12 | 2003 |
| Collapse mechanism of new wood house designed according with minimum seismic provisions of current Japan building standard law H Isoda, S Hirano, T Miyake, O Furuya, C Minowa J Struct Constr Eng 618, 167-173, 2007 | 11 | 2007 |
| Vibration Control of High-Rise Buildings Using High-Damping Rubber Damper (2nd Report, Loading Tests and Design Formula for Cylinder-Type High-Damping Rubber Damper) S Fujita, O Furuya, T Fujita, Y Suizu, Y Kasahara, T Teramoto, H Kitamura transactions of the japan society of mechanical engineers series c 61 (585 …, 1995 | 11 | 1995 |
| Study on proper distribution of storey-installation type damper for vibration control of slender structures using genetic algorithm O Furuya, H Hamazaki, S Fujita ASME-PUBLICATIONS-PVP 364, 297-304, 1998 | 10 | 1998 |
| Study on proper distribution of high-damping rubber dampers for vibration control of tall buildings using genetic algorithm O Furuya, H Hamazaki, S Fujita ASME-PUBLICATIONS-PVP 318, 365-372, 1995 | 9 | 1995 |
| Research and development of high-damping rubber damper for vibration control of tall buildings S Fujita, O Furuya, T Fujita, Y Kasahara, Y Suizu, S Morikawa, T Teramoto, ... American Society of Mechanical Engineers, Pressure Vessels and Piping …, 1995 | 8 | 1995 |
| Development of seismic countermeasures against cliff edges for enhancement of comprehensive safety of NPPs-part 1: conceptual study on identification and avoidance of cliff … T Takada, T Itoi, T Hida, K Muramatsu, H Muta, O Furuya, K Minagawa, ... IASMiRT, 2017 | 7 | 2017 |
| Practical application of high-damping rubber dampers to a slender building T Teramoto, H Kitamura, H Ozaki, O Furuya, S Morikawa, S Suzuki Vol. 1801 of Proc., 11th World Conf. on Earthquake Engineering 11, 1996 | 7 | 1996 |
| Reliability Enhancement of Seismic Risk Assessment of NPP as Risk Management Fundamentals Part II: Quantifying Epistemic Uncertainty on Fragility Assessment using Expert Opinion T Takada, T Itoi, A Nishida, O Furuya, K Muramatsu IASMiRT, 2015 | 6 | 2015 |
| Collapse behavior of wood house designed by minimum requirement in law H Isoda, O Furuya, M Tatsuya, S Hirano, C Minowa Journal of Japan Association for Earthquake Engineering, 2007 | 5 | 2007 |
| Study on 3-D Measurement Method in Shake Table Tests Using Image Processing Technique: 2nd Report-Measurement Accuracy in Actual Fracturing Test Using Full Scale Wooden House Model S Fujita, O Furuya, T Mikoshiba ASME Pressure Vessels and Piping Conference 46814, 175-180, 2004 | 5 | 2004 |
