Hiroki Hamaguchi
Takenaka Corporation
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Publication
Featured researches published by Hiroki Hamaguchi.
Smart Structures and Materials 2001: Smart Systems for Bridges, Structures, and Highways | 2001
Takafumi Fujita; Masahito Enomoto; Takeo Arikabe; Tomohiro Ogawa; Nobuyoshi Murai; Yoshiyuki Hashimoto; Hiroki Hamaguchi; Takashi Kitahara
In order to achieve more perfect vibration-free environment in precision manufacturing facilities such as semiconductor manufacturing factories, and apply steel frame structures to semiconductor manufacturing factories of the next generation, a smart structure was tested for active microvibration control of a 2-story steel frame building model of a 5 X 3 X 4H m outer size and a 2,500 kg total weight which was excited by ambient ground vibration. In the structure, piezoelectric actuators attached to the columns and the beams were used for the microvibration control by bending moment control of them. The controller was designed using the H-infinity control theory. The tests showed that the smart structure could effectively reduce the 3D microvibration of the building model, and its applicability to floors and even entire buildings of semiconductor manufacturing factories having steel frame structures.
Earthquake Spectra | 2015
Tracy C. Becker; Shunji Yamamoto; Hiroki Hamaguchi; Masahiko Higashino; Masayoshi Nakashima
Base isolation of high-rise buildings has been growing in popularity in Japan, yet it is uncommon in most of the world. While tall buildings already have long periods and thus lower input accelerations, the addition of isolation can decrease inter-story drifts and greatly decrease floor acceleration, protecting building content. By protecting building content, high-rises can be kept fully operational and occupiable after earthquakes. The Japanese design code has clearly outlined procedures for designing isolated high-rises, facilitating the implementation of isolation; however, other design codes—and specifically the U.S. code—make the adoption of isolation difficult for these buildings. Using a design representative of typical isolated high-rises in Japan, it is shown that while isolation is feasible under U.S. design levels, requirements are much more stringent, and some changes from the Japanese design would be required to make the design acceptable under the U.S. code.
Aij Journal of Technology and Design | 2017
Shigeo Minewaki; Hiroki Hamaguchi; Takahiro Kinoshita; Akira Nishimura; Shuya Futatsugi; Sadamitsu Takeuchi
As a provision for excessive inputs, effect of cushions installed in a seismically isolated high-rise structure was studied. Results were as follows; 1) Though optimum parameters for various types of cushions were different on their restoring characteristics, effects of them were similar. 2) Common appropriate parameters against 3 kinds of inputs considered can be found. 3) Required force of cushions was not more than 5 % of the building weight. 4) Energy absorption of cushions was slightly effective. 5) The effect of cushions could be seen as increasing of 7-8 or 10-odd% of damping factor of seismic isolation layer.
Transactions of the Japan Society of Mechanical Engineers. C | 2000
Takafumi Fujita; Masahito Enomoto; Takeo Arikabe; Tomohiro Ogawa; Nobuyoshi Murai; Yoshiyuki Hashimoto; Hiroki Hamaguchi
A smart structure was tested for active microvibration control of a 2-story steel frame building model of a 5×3×4Hm outer size and a 2 500 kg total weight which was excited by ambient ground vibration. In the structure, piezoelectric actuators attached to the columns and the beams were used for the microvibration control by bending moment control of them. The controller was designed using the H ∞ control theory. The tests showed that the smart structure could effectively reduce the three-dimensional microvibration of the building model, and its applicability to floors and even entire buildings of semiconductor manufacturing factories having steel frame structures.
Archive | 2003
Masahiko Higashino; Hiroki Hamaguchi; Shigeo Minewaki; Satoru Aizawa
Earthquake Engineering & Structural Dynamics | 2017
Yu Bao; Tracy C. Becker; Hiroki Hamaguchi
Aij Journal of Technology and Design | 2009
Hiroki Hamaguchi; Satoru Aizawa; Yusuke Samejima; Takashi Kikuchi; Shigenobu Suzuki; Toshikazu Yoshizawa
Archive | 2005
Takayuki Abe; Hiroki Hamaguchi; Yoshiyuki Hashimoto; Ryuta Inoue; Masahiro Otsuka; Masafumi Yamamoto; Hirokazu Yoshioka; 竜太 井上; 宏和 吉岡; 真裕 大塚; 雅史 山本; 嘉之 橋本; 弘樹 濱口; 隆之 阿部
Archive | 2009
Hiroki Hamaguchi; Hideo Hisaie; Mitsuru Takeuchi; Hajime Taniguchi; Masahiko Tono; Akira Wada; Masafumi Yamamoto; 英夫 久家; 章 和田; 雅史 山本; 雅彦 東野; 弘樹 濱口; 満 竹内; 元 谷口
Soil Dynamics and Earthquake Engineering | 2018
Yu Bao; Tracy C. Becker; Takayuki Sone; Hiroki Hamaguchi