Search Results 1-20 of 20

  • EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH BIAXIAL BENDING MOMENT:In case of end bending moment ratio equal to 0.0 and loading direction equal to 45°  [in Japanese]

    SATO Atsushi , ONOGI Takeshi

    … In the present study, the following results were obtained:</p><p> 1) In this test, although the strength of the columns under monotonic 45-degree loading was not determined by local buckling, the strength of most columns under cyclic 45-degree loading was determined by local buckling. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 85(770), 595-605, 2020

    J-STAGE 

  • Load and resistance factor design approach for seismic buckling of fast reactor vessels

    TAKAYA Shigeru , SASAKI Naoto , ASAYAMA Tai , KAMISHIMA Yoshio

    … <p>Seismic buckling of vessels is one of the main concerns for the design of nuclear power plants in Japan. … Although thicker walls are preferable in terms of prevention of seismic buckling, excessively thick walls cause unacceptable creep-fatigue interaction damage. …

    Mechanical Engineering Journal 4(3), 16-00558-16-00558, 2017

    J-STAGE 

  • Axial Crushing Performance of Porous Aluminum Filled Members  [in Japanese]

    HAMADA Takeshi , KANAHASHI Hidetaka , KANETAKE Naoyuki

    … thus, the porous Al filled members provided the interaction effect. … Based on the test result and the elastic-plastic FEM analysis in which the crushing behavior matched the test result, it was proved that the energy absorption was increased since the buckling transformation to inside forms was restrained. …

    Journal of the Japan Institute of Metals and Materials 73(6), 453-461, 2009-06-01

    J-STAGE  References (10) Cited by (1)

  • Chaotic Oscillations of a Buckled-Beam Constrained by an Axial Spring : Interaction between Dynamic Snap-Buckling and Internal Resonance  [in Japanese]

    NAGAI Ken-ichi , SUZUKI Hisashi , YAMAGUCHI Takao , MARUYAMA Shinichi

    … Introducing a mode shape function to a basic equation, nonlinear ordinary differential equations of multiple-degree-of-freedom system is reduced to by the Galerkin procedure. … In a lower range of frequency, the chaotic oscillations are mixed with the internal resonance and the dynamic snap buckling. … Number of the modes increases more than three for the chaos involved the dynamic snap buckling. …

    Transactions of the Japan Society of Mechanical Engineers. Series C. 69(679), 565-572, 2003-03-25

    IR  References (14) Cited by (5)

  • Chaotic Oscillations of a Buckled-Beam Constrained by an Axial Spring. Interaction between Dynamic Snap-Buckling and Internal Resonance.  [in Japanese]

    NAGAI Ken-ichi , SUZUKI Hisashi , YAMAGUCHI Takao , MARUYAMA Shinichi

    … Introducing a mode shape function to a basic equation, nonlinear ordinary differential equations of multiple-degree-of-freedom system is reduced to by the Galerkin procedure. … In a lower range of frequency, the chaotic oscillations are mixed with the internal resonance and the dynamic snap buckling. … Number of the modes increases more than three for the chaos involved the dynamic snap buckling. …

    TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C 69(679), 565-572, 2003

    J-STAGE 

  • A New Formulation for Buckling Analysis in Fluid-Structure Interaction Problem  [in Japanese]

    UMEDA Hiroki , NOGUCHI Hirohisa

    … This paper presents the procedure of two dimensional buckling analysis considering fluid-structure interaction. … In the formulation, the buckling of thin structures subjected to the pressure of viscous flow is modeled, where the geometrically nonlinear equation and the Navier-Stokes equation should be considered. …

    TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A 68(673), 1312-1319, 2002-09-25

    J-STAGE  References (12)

  • BUCKLING LOAD OF RIGID FRAME WITH SLENDER COLUMNS  [in Japanese]

    MITANI Isao , KATAHIRA Takashi , OHTANI Yasuhiro , HAYASHIHARA Kohshiro

    … To develop a rational stability design method for a rigid multi-bay multi-story frame with slender columns, an interaction between buckling of the slender column and frame instability is studied. … First, a characteristic equation for a single buckling of the slender column elastically restrained by other members is derived for simplified models. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 67(557), 161-166, 2002

    J-STAGE  AIJ  References (12) Cited by (6)

  • SIMPLIFIED DESIGN FORMULA ON THE CONCRETE FILLED STEEL TUBULAR COLUMNS  [in Japanese]

    CHUNG Jinan , MATSUI Chiaki , TSUDA Keigo

    … The simplified method for determining the strength of CFT columns is based on the interaction curve of the section approached by a polygonal connection of the points. … For each point, a simple equation is proposed to determine the strength of the slender columns under compression and flexure. … The simple equation was adjusted with results of elasto-plastic analysis results. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 65(534), 191-196, 2000

    J-STAGE  AIJ  References (9)

  • SUPERPOSED STRENGTH OF SLENDER SRC BEAM-COLUMNS WITH VARIOUS STEEL SECTIONS  [in Japanese]

    FUJINAGA Takashi , TSUDA Keigo , MATSUI Chiaki

    … We have proposed an equation for evaluating the strength of slender concrete columns, and using this we showed that the strengths of concrete filled steel tubular (CFT) columns and RC columns are well predicted. … In this paper, with respect to the strength of SRC columns with various steel sections, end moment (M_u) -axial force (N_u) interaction relations are calculated by assuming a sine curve deflected shape of the beam-column. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 65(531), 173-179, 2000

    J-STAGE  AIJ  References (24) Cited by (1)

  • SIMPLIFIED DESIGN FORMULA OF SLENDER CONCRETE FILLED STEEL TUBULAR BEAM-COLUMNS  [in Japanese]

    TSUDA Keigo , MATSUI Chiaki , FUJINAGA Takashi

    … In a previous paper, with respect to the ultimate strength of concrete filled steel tubular columns, we proposed the end moment (_cM_u)-axial force (_cM_u) interaction relations of concrete columns on the basis of an analytical results. … The equation for the _cM_u-_cN_u relations, however, is considerably complicated. … In this paper we proposed more simple equation and show that maximum strengths are well predicted by using the proposed _cM_u-_cN_u relations. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 64(518), 141-146, 1999

    J-STAGE  AIJ  References (13)

  • STRENGTH ESTIMATION OF SLENDER SRC BEAM-COLUMNS BY USING THE SUPERPOSED METHOD  [in Japanese]

    TSUDA Keigo , MATSUI Chiaki , FUJINAGA Takashi , FUKUMA Daisuke

    … We have proposed an equation for evaluating the strength of slender concrete columns, and using this we showed that the strengths of concrete filled steel tubular (CFT) columns and RC columns are well predicted. … In this paper, with respect to the strength of SRC columns, end moment (Mu) - axial force (Nu) interaction relations are calculated by assuming a sine curve deflected shape of the beam-column. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 64(515), 155-162, 1999

    J-STAGE  AIJ  References (22) Cited by (1)

  • STRENGTH ESTIMATION OF SLENDER RC BEAM-COLUMNS BY USING THE SUPERPOSED METHOD  [in Japanese]

    TSUDA Keigo , MATSUI Chiaki , FUJINAGA Takashi

    … We have proposed an equation for evaluating the strength of slender concrete columns, and using this we showed that the strength of concrete filled steel tubular (CFT) columns are well predicted. … In this paper, with respect to the strength of RC columns, end moment (Mu)-axial force(Nu) interaction relations are calculated by assuming a sine curve deflected shape of the beam-column. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 63(503), 149-155, 1998

    J-STAGE  AIJ  References (15) Cited by (2)

  • Strength of Concrete Beam - Columns for Evaluating the Superposed Strengh of Slender Concrete Filled Steel Tubular Columns

    TSUDA Keigo , MATSUI Chiaki

    … In this paper, with respect to the ultimate strength of concrete filled steel tubular columns, end moment (cMu)-axial force(cNu) interaction relations are calculated by assuming a sine curve deflected shape of a concrete beam-column. … On the basis of the analytical results, the interaction relations are proposed as an algebraic equation. …

    Kou kouzou rombunshuu 3(10), 39-48, 1996

    J-STAGE 

  • An appropriate beam-column formula based on the ultimate strength.  [in Japanese]

    NISHIMURA Nobuo , KASAHARA Hirotsugu , FUKUMOTO Yuhshi

    … For the design formula of in-plane failure the conventional linear interaction equation is acceptable providing that the column strength used in the equation should be given appropriately. … On the other hand, in the case of out-of-plane failure a non-linear interaction equation is proposed. …

    Doboku Gakkai Ronbunshu 1990(416), 357-364, 1990

    J-STAGE 

  • New Interaction Equation for Plate Buckling(Welding Mechanics, Strength & Design)

    Ueda Yukio , Rashed S. M. H. , Paik Jeom Kee

    Transactions of JWRI 14(2), 359-373, 1985-12

    IR 

  • New Interaction Equation for Plate Buckling(Welding Mechanics, Strength & Design)

    UEDA Yukio , RASHED Sherif M. H. , PAIK Jeom Kee

    … This paper is concerned with proposal of an accurate elastic buckling interaction equation for simply supported rectangular plates subjected to five load components such as compression and bending in two directions and shear. …

    Transactions of JWRI 14(2), 359-373, 1985-12

  • Elastic Buckling Interaction Equation of Simply Supported Rectangular Plates Subjected to Five Load Components

    Ueda Yukio , Rashed Sherif M. H. , Paik Jeom Kee

    … this paper, a new elastic buckling interaction equation for simply supported rectangular plates is proposed, when the plate is subjected to five load components, such as compressions and bendings in two directions and shear.<BR>In order to construct this interaction, buckling strengths are calculated in addition to the existing data, and buckling interaction relationships for simply …

    Journal of the Society of Naval Architects of Japan 1985(157), 425-438, 1985

    J-STAGE  NDL Digital Collections 

  • On the Plastic Buckling of Stiffened Panels under Axial Compression. : Part II Panels with Unsymmetric Type of Stiffener  [in Japanese]

    Kusuda Tadao

    … In the previous paper the buckling of a stiffened panel with a symmetric type of stiffener was treated as an eigenvalue problem of an orthotropic plate with proper moduli of materials in the strainhardening range. … The equation of equilibrium of a stiffener can be generalized for an arbitrary shape of thin-walled open cross-section attached to a plate if proper consideration is given to the mutual interaction between plate and stiffener. …

    造船協会論文集 (106), ????, 1960-01

    NDL Digital Collections 

  • On the Plastic Buckling of Stiffened Panels under Axial Compression:Part II Panels with Unsymmetric Type of Stiffener

    Kusuda Tadao

    … In the previous paper the buckling of a stiffened panel with a symmetric type of stiffener was treated as an eigenvalue problem of an orthotropic plate with proper moduli of materials in the strainhardening range. …

    Journal of Zosen Kiokai 1960(106), a171-a179, 1960

    J-STAGE 

Page Top