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Dive into the research topics where Sumio G. Nomachi is active.

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Journal of The Society of Materials Science, Japan | 1997

Estimation of Viscoelastic Properties by Loading Test of Soil Materials Confined in Cylinder.

Shyouichi Akiba; Sumio G. Nomachi; Yuzou Kuriyagawa

The present paper firstly deals with the analysis of the displacement of viscoelastic material confined in a cylindrical mold under repeated load whose frequency is far less than the natural frequency of the test body, with an assumption of no friction between the test body and the mold, by means of finite Fourier-Hankel transform. Distortional deformation is modeled by a Voigt model and volumetric deformation is modeled by an elastic or Voigt model. In so doing, two viscoelastic models are formulated. As for the test, the surface displacement was measured for dried standard sand, sandy soil, cohesive soil and undisturbed Kanto loam. Then viscoelastic properties of the test materials confined in the mold are evaluated by means of nonlinear least squares method. In the case of applying Voigt model to both distortional and volumetric deformations, the analytical results agree well with the experimental ones.


Doboku Gakkai Ronbunshu | 1991

EXPERIMENTAL STUDY ON FATIGUE CHARACTERISTICS OF CONCRETE BEAMS REINFORCED BY BRAIDED AFRP RODS

Hiroshi Mikami; Yukio Taketomi; Kazuhiko Ishibashi; Sumio G. Nomachi

There are many studies on application of fiber reinforced plastic rods (FRP rods) to the reinforcement of concrete members. Those fibers have high tensile strength, light weight and excellent corrosion resistance. But, they have also some defects such as low modulus of elasticity and low bond strength.The authors have conducted the researches to utilize braided AFRP rods made from aramid fiber as PC tendons under static loading. It would be effective to improve the composite action between rod and concrete by means of braiding the fibers and using them as PC tendons. In addition, application of spirally formed shear reinforcement keeping the continuity of fibers have also investigated. On the otherhand, there are few past researches on the fatigue characteristics of members reinforced by FRP rods, subjected to shear force under cyclic loading.In this paper, fatigue characteristics of concrete beams reinforced by braided AFRP rods are discussed from the experiments.


室蘭工業大学研究報告 理工編 | 1987

Moment-Rotation Relation of Top-and Seat-Angle Connections

Norimitsu Kishi; Kenichi Matsuoka; Wai-Fah Chen; Sumio G. Nomachi


Soils and Foundations | 1994

SEISMIC BEARING CAPACITY OF A MOUNDED FOUNDATION NEAR A DOWN-HILL SLOPE BY PSEUDO-STATIC ANALYSIS

Tomoyuki Sawada; Sumio G. Nomachi; Wai-Fah Chen


Doboku Gakkai Ronbunshu | 1990

ANALYSIS OF STRESS WAVE PROPAGATION IN COMPOSITE RECTANGULAR BEAM IN THE CASE OF ULTRASONIC PULSE METHOD

Toshiyuki Oshima; Shuichi Mikami; Sumio G. Nomachi


Doboku Gakkai Ronbunshu | 1997

A STUDY ON ESTIMATION OF THE MECHANICAL PROPERTIES OF PAVEMENT MATERIALS BY THE REPEATED BENDING TEST

Yuzou Kuriyagawa; Shyouichi Akiba; Tetsukazu Kida; Sumio G. Nomachi


Doboku Gakkai Ronbunshu | 1996

ELASTIC ANALYSIS OF PAVEMENT MATERIALS WITH THE BENDING TEST BY TWO POINTS LOADING

Yuzou Kuriyagawa; Shyouichi Akiba; Tetsukazu Kida; Sumio G. Nomachi


Proceedings of the Japan Society of Civil Engineers | 1983

DESIGN OF SLENDER REINFORCED CONCRETE COLUMNS

Koji Sakai; Yoshio Kakuta; Sumio G. Nomachi


Doboku Gakkai Ronbunshu | 1994

THE THREE-DIMENTIONAL STRESS ANALYSIS OF CYLINDRICAL ELASTIC BODY CONFINED IN MOLD CYLINDER

Shoichi Akiba; Sumio G. Nomachi; Tetsukazu Kida; Yuzou Kuriyagawa


苫小牧工業高等専門学校紀要 | 1987

Assesment for Seismic Bearing Capacity of a Foundation with a Slope

Tomoyuki Sawada; Sumio G. Nomachi; Wai F. Chen

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Kenichi Matsuoka

Muroran Institute of Technology

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Norimitsu Kishi

Muroran Institute of Technology

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Tetsukazu Kida

College of Industrial Technology

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Shuichi Mikami

Kitami Institute of Technology

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Toshiyuki Oshima

Kitami Institute of Technology

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