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Featured researches published by Tomonori Ohno.


Nuclear Engineering and Design | 1997

Experiment and numerical simulation of double-layered RC plates under impact loadings

Tetsuo Shirai; Atsushi Kambayashi; Tomonori Ohno; Hajime Taniguchi; Masatoshi Ueda; Nobutaka Ishikawa

This paper is to investigate and to propose a method to improve the impact resistance of reinforced concrete (RC) plates against projectile impact, and the damage of double-layered RC plates is examined experimentally and simulated analytically. In tests, a projectile launching apparatus, which is a 40 mm smooth-bore airgun, was used. Based on experimental results, numerical simulations with the DYNA-3D code, which takes account of the dynamic constitutive law of concrete, were done to find the applicability of the present computer code to the analysis of double-layered RC plates under high-speed impact loadings. In this study, the impact resistance of concrete plate is defined as the degree of local damage. In both experiments and numerical simulations, the effect of double-layering on the impact resistance is discussed.


International Journal of Protective Structures | 2016

Internal explosion tests for scaled subsurface magazines

Hiroyoshi Ichino; Tomonori Ohno; Nobutaka Ishikawa

A subsurface magazine is proposed to reduce the debris and the air-blast pressure caused by an accidental explosion. First, 1/20-scale indoor explosion model tests for subsurface magazines were conducted to examine the characteristics of an air-burst and ground shock vibration. It was found from the test results that the peak blast pressure (P0) for an overburden thickness (T) of 50 cm was 0.84–0.98 times that for T = 15 cm, and the P0 for a loading density R = 9.0 kg/m3 was 1.09–1.39 times that for R = 4.5 kg/m3. It was also found that the maximum ground shock velocity Vmax for T = 50 cm was 0.57–1.07 times that for T = 15 cm. Second, the P0 was formulated as a function of the scaled distance Z, T, and R. Third, the Vmax was formulated as a function of Z and T. Finally, these formulae were validated using the test data obtained by performing a 1/10-scale field test.


Journal of Advanced Concrete Technology | 2006

Effects of Strain Rate on Tensile Behavior of Reactive Powder Concrete

Kazunori Fujikake; Takanori Senga; Nobuhito Ueda; Tomonori Ohno; Makoto Katagiri


Journal of Advanced Concrete Technology | 2006

Study on Impact Response of Reactive Powder Concrete Beam and Its Analytical Model

Kazunori Fujikake; Takanori Senga; Nobuhito Ueda; Tomonori Ohno; Makoto Katagiri


Doboku Gakkai Ronbunshu | 1984

AN EXPERIMENTAL STUDY ON ENERGY ABSORPTION CAPACITY OF COLUMNS IN REINFORCED CONCRETE STRUCTURES

Tomonori Ohno; Takashi Nishioka


Doboku Gakkai Ronbunshuu E | 2007

AN EXPERIMENTAL STUDY ON THE LOCAL DAMAGE OF CONCRETE PLATE DUE TO HIGH VELOCITY IMPACT OF STEEL PROJECTILE

Masuhiro Beppu; Koji Miwa; Tomonori Ohno; Masanori Shiomi


Journal of Advanced Concrete Technology | 2006

Nonlinear Analysis for Reactive Powder Concrete Beams under Rapid Flexural Loadings

Kazunori Fujikake; Takanori Senga; Nobuhito Ueda; Tomonori Ohno; Makoto Katagiri


Doboku Gakkai Ronbunshu | 1999

POST-PEAK AND STRAIN-SOFTENING BEHAVIORS OF CONCRETE MATERIALS IN COMPRESSION UNDER RAPID LOADING

Kazunori Fujikake; Yoshikazu Shinozaki; Tomonori Ohno; Jun Mizuno; Atsushi Suzuki


Doboku Gakkai Ronbunshu | 2001

FORMULATION OF ORTHOTROPIC CONSTITUTIVE MODEL FOR CONCRETE MATERIALS UNDER HIGH STRAIN-RATES AND TRIAXIAL STRESS STATES

Kazunori Fujikake; Katsutoshi Uebayashi; Tomonori Ohno; Jun Mizuno; Atsushi Suzuki


Proceedings of the Japan Society of Civil Engineers | 1983

QUANTITATIVE ESTIMATION OF PLASTIC ENERGY ABSORBED IN STRUCTURES SUBJECTED TO SEISMIC EXCITATION

Tomonori Ohno; Takashi Nishioka; Yozo Fujino

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Masuhiro Beppu

National Defense Academy of Japan

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Nobutaka Ishikawa

National Defense Academy of Japan

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Takashi Uchida

National Defence Academy

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