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Featured researches published by Haruji Tsubota.


Nuclear Engineering and Design | 1998

Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method

Yoshikazu Sawamoto; Haruji Tsubota; Yoshiyuki Kasai; Norihide Koshika; Hiroshi Morikawa

Abstract This paper proposes a new analytical approach for assessing local damage to reinforced concrete structures subjected to impact load, by applying the discrete element method (DEM). It first outlines the basis concept and analytical formulation of the DEM. Next, it discusses the results of simulation analyses of concrete material tests, uni-axial compression tests and tensile splitting tests conducted to determine appropriate analytical parameters such as material constants, failure criteria and strength increase factors depending on strain rate. Finally, the adaptability of the DEM to local damage to reinforced concrete structures impacted by rigid and deformable missiles is verified through simulation analyses of various types of impact tests. Furthermore, the various impact response characteristics and failure mechanisms, such as impact forces, penetration behavior, reduction in missile velocity and energy transfer process, which are difficult to obtain experimentally, are analytically evaluated by the DEM.


Nuclear Engineering and Design | 1995

Loading Capacities and Failure Modes of Various Reinforced Concrete Slabs Subjected to High Speed Loading

Hideaki Saito; Akira Imamura; Masayuki Takeuchi; Shuhei Okamoto; Yoshiyuki Kasai; Haruji Tsubota; Masanori Yoshimura

Abstract The objective of this study was to clarify experimentally and analytically the loading capacities, deformations and failure modes of various types of reinforced-concrete structure subjected to loads applied at various rates. Flat slabs, slabs with beams and cylindrical walls were tested under static, low speed and high speed loading. Analysis was applied to estimate the test results by the finite element method using a layered shell element. The analysis closely simulated the experimental results until punching shear failure occured.


Structural Engineering International | 1998

Suspended Roof for the Olympic Skating Arena, Nagano

Shigeru Ban; Haruji Tsubota; Shohei Motohashi; Arata Yoshida

The 18th Winter Olympics were held in February 1998 in Nagano, Japan, where the Olympic Memorial Arena was the venue for the speed skating competition. The arena, covering an area of 80 × 216 m, co...


Structural Engineering International | 1993

The Izumo Dome, Largest Timber Structure in Japan

Haruji Tsubota; Shigeru Ban; Masao Saito

An all-weather, multi-purpose facility, the Izumo Dome, was recently constructed in Japan. This structure covers a free space 143 m in diameter and reaches a height of 49 m. A note-worthy aspect of...


Archive | 1987

Nonlinear Analysis of Tension Fabric Structure

Arata Yoshida; Shigeru Ban; Haruji Tsubota; Kazuo Kurihara

Membrane structures possess significant advantages over other conventional structures for enclosing a large volume. Generally speaking, membrane structures are classified into two types, i.e. air-supported type and tensile type.


Journal of Structural and Construction Engineering (transactions of Aij) | 1987

THEORETICAL ANALYSIS OF ACTUAL INITIAL EQUILIBRIUM STATE FOR MEMBRANE STRUCTURES BASED ON CUTTING PATTERNS

Haruji Tsubota; Arata Yoshida; Yasutsugu Kurokawa


Nuclear Engineering and Design | 1989

Reinforced concrete membrane elements subjected to reversed cyclic in-plane shear stress

N. Ohomori; Haruji Tsubota; N. Inoue; K. Kurihara; S. Watanabe


Archive | 1997

Method and apparatus for measuring fabric stress

Haruji Tsubota; Naoya Sasaki


Archive | 1995

Structure of multipurpose suspended roof arena capable of changing space volume and construction method thereof

Shigeru Ban; Masaru Ozaki; Arata Yoshida; Masahiro Hanyu; Takeshi Miyazaki; Seiichi Muramatsu; Haruji Tsubota; Naoya Sasaki


Journal of Structural and Construction Engineering (transactions of Aij) | 1999

THEORETICAL ANALYSIS FOR EQUILIBRIUM STATE OF MEMBRANE STRUCTURES CONSIDERING SLIDE BETWEEN CABLE AND MEMBRANE ELEMENT

Masatoshi Ishida; Haruji Tsubota; Yutaka Seto; Akihiro Kusaka

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