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Featured researches published by Tomio Tamano.


Proceedings of SPIE, the International Society for Optical Engineering | 2008

Visualization and PIV analysis of shock-failure behavior of brittle bodies

Kohsei Takehara; Takeharu Etoh; Tomio Tamano; Masanobu Kanaoka; Natsuki Mizutani

The authors applied an ultra-high-speed video camera to visualize crack propagation in brittle bodies, such as mortar specimens, under the impact splitting test. Strain of the brittle bodies in impact splitting tests was analyzed by means of PIV (Particle Image Velocimtery), which is usually used for measurements of flow fields with tracer particles. The results show that, when the applied impulse on the mortar specimens is increased, the crack propagation velocity reaches an upper bound. The upper bound of the crack propagation velocity was 2.6 km/sec. The horizontal tensile strain around the crack tip was estimated to be 370 μ by PIV measurement with the ultra-high-speed camera, and 270 - 375 μ by strain gages, respectively. Those results showed a good agreement with each other.


Soils and Foundations | 1996

STABILITY OF SLURRY TRENCH EXCAVATION IN SOFT CLAY

Tomio Tamano; Satoshi Fukui; Hiromasa Suzuki; Kano Ueshita


Journal of The Society of Materials Science, Japan | 2004

Numerical Study on Stability of Japanese Castle Masonry Wall

Tomio Tamano; Kazuhiko Nishida; Bimal Shrestha; Masanobu Kanaoka; Hiroyuki Morimoto


Doboku Gakkai Ronbunshu | 2003

A NUMERICAL STUDY ON CROSS SECTIONAL SHAPE IN DESIGN PROCEDURE OF CASTLE MASONRY WALLS

Kazuhiko Nishida; Tatuaki Nishigata; Tomio Tamano; Hiroyuki Morimoto


Doboku Gakkai Ronbunshu | 2000

HISTORICAL AND EMPIRICAL STUDY ON OSAKA CASTLE MASONRY WALL AT TOKUGAWA PERIOD

Kozo Amano; Kazuhiko Nisida; T. Watanabe; Tomio Tamano; Hiroji Nakamura


Journal of The Society of Materials Science, Japan | 2008

Study on Crack Propagation Velocity of Mortar/Granite Specimens by Impact Test

Tomio Tamano; Masanobu Kanaoka; Kosei Takehara; Natsuki Mizutani; Kengo Oshima; Takeharu Eto


Journal of The Society of Materials Science, Japan | 2008

The Effects of Sedimentary Environment on Geo-Technical Properties of Higashi-Osaka Sensitive Clay

Keiji Inoue; Kohei Sawa; Yosihisa Nakayama; Hisashi Matsukawa; Kazuhiko Nishida; Tomio Tamano; Masanobu Kanaoka; Tatsuaki Nishigata


Doboku Gakkai Ronbunshu | 2005

A STUDY ON HISTORICAL CHANGES IN TECHNOLOGY FOR CASTLE MASONRY WALLS FROM CROSS-SECTIONAL POINT OF VIEW

Hiroyuki Morimoto; Tatuaki Nishigata; Kazuhiko Nishida; Tomio Tamano


Soils and Foundations | 2003

Model Tests on Pressurized Friction-Type Anchors

Masanobu Kanaoka; Tomio Tamano; Nguyen Hoang Quan


HISTORICAL STUDIES IN CIVIL ENGINEERING | 2002

Consideration on Evaluation of Deformation for Castle Masonry Walls Shape

Hiroyuki Morimoto; Kazuhiko Nishida; Tatuaki Nishigata; Tomio Tamano

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Nao Matsuo

Osaka Sangyo University

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T. Watanabe

Aichi Gakuin University

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