Search Results 1-20 of 23

  • 1 / 2
  • SIMULATION OF HYSTERETIC BEHAVIOR OF RHS COLUMNS UNDER BI-DIRECTIONAL HORIZONTAL FORCES AND VARIABLE AXIAL FORCE  [in Japanese]

    ISHIDA Takanori , YAMADA Satoshi , SHIMADA Yuko

    … In order to clarify the 3D collapse behavior of steel moment frames, it is necessary to simulate the behavior of RHS column including post-local-buckling and deterioration under bi-directional horizontal forces and variable axial force. … The simulated RHS column behavior agreed with the experimental results including the post-local-buckling and deterioration range. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 79(699), 641-650, 2014

    J-STAGE 

  • PLASTIC DEFORMATION CAPACITY OF H-SHAPED BEAMS REINFORCED BY END STIFFENERS  [in Japanese]

    IKARASHI Kikuo , MIYAZAKI Satoshi , ICHINOHE Yasuo , FUKUDA Kohji , ONO Junichiro , KIMURA Seiya

    The H-shaped beams reinforced by the horizontal stiffeners at the beam end can be expected improvements in the plastic deformation capacity. The purpose of this paper is to show plastic deformation ca …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 79(705), 1667-1675, 2014

    J-STAGE 

  • EFFECT OF SURFACE CONDITION ON ULTIMATE STRENGTH AND PLASTIC DEFORMATION CAPACITY OF PIPE MEMBERS FOR SPHEROIDAL GRAPHITE CAST IRON  [in Japanese]

    KIMURA Yoshihiro , YAMAGUCHI Takayuki , HARADA Tetsuo

    … It is shown that spheroidal graphite cast iron pipe members under compression load have the brittle behavior after post local buckling. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 79(700), 829-837, 2014

    J-STAGE 

  • ANALYTICAL MODEL OF RHS COLUMNS UNDER RANDOM BI-DIRECTIONAL HORIZONTAL FORCES  [in Japanese]

    ISHIDA Takanori , YAMADA Satoshi , SHIMADA Yuko

    … In order to clarify the seismic resistance of steel moment frames, it is necessary to establish an analytical model of RHS columns that can simulate the members' behaviors including post local buckling and deterioration under bi-directional horizontal forces and axial force. … The simulated RHS column behaviors, including post local buckling and deterioration, agreed with the experimental results. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 78(691), 1631-1640, 2013

    J-STAGE 

  • COMPRESSION BEHAVIOR OF COLD-FORMED STEEL BOX STUB-COLUMNS AT COOL-DOWN TEMPERATURE AFTER HEATING  [in Japanese]

    KUROIWA Yuuki , OKABE Takeshi , AVE Takeo , OZAKI Tatsuya

    … The compression tests at cool-down temperature of steel stub-columns were performed and the experimental data on elastic-plastic behavior with local buckling was obtained. … And the results of the calculations clearly showed that numerical analysis can be used to provide accurate predictions of the local buckling characteristics of stub-columns at cool-down temperature. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 78(688), 1159-1166, 2013

    J-STAGE 

  • STRESS DISTRIBUTION AND ELASTIC LOCAL BUCKLING STRENGTH OF TAPERED H-SHAPED BEAM UNDER SHEAR BENDING  [in Japanese]

    IKARASHI Kikuo , YOSHIZAWA Katsuhito

    … The purpose of this paper is to investigate the elastic local buckling strength of H-shaped beam with web depth tapered under shear bending. … As prerequisite for the buckling analysis, stress distribution of each plate element is supposed in consideration of geometrical characteristic of tapered form. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 78(688), 1139-1148, 2013

    J-STAGE 

  • CYCLIC HYSTERESIS BEHAVIOR AND PLASTIC DEFORMATION CAPACITY FOR H-SHAPED BEAMS ON LOCAL BUCKLING UNDER COMPRESSIVE AND TENSILE FORCES  [in Japanese]

    KIMURA Yoshihiro , YAMANISHI Teruaki , KASAI Kazuhiko

    … The direction and magnitude of axial force from dampers changes with the flexural moment, so that the local buckling of the beams under the tensile axial force does not occur. … This paper conducts the cyclic axial and shearing forces of H-shaped beams, and investigates the local buckling behavior. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 78(689), 1307-1316, 2013

    J-STAGE 

  • CYCLIC LOADING TEST ON RHS COLUMNS UNDER BI-DIRECTIONAL HORIZONTAL FORCES  [in Japanese]

    YAMADA Satoshi , ISHIDA Takanori , SHIMADA Yuko , MATSUNAGA Tatsuya

    … However, only few researches on post local buckling and deterioration behavior of RHS columns under bi-directional horizontal forces have been reported. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 78(683), 203-212, 2013

    J-STAGE 

  • ULTIMATE STRENGTH AND PLASTIC DEFORMATION CAPACITY OF PIPE MEMBERS FOR SPHERICAL GRAPHITE CAST IRON UNDER FLEXURAL MOMENT  [in Japanese]

    KIMURA Yoshihiro , YAMAGUCHI Takayuki , HARADA Tetsuo , KOGA Syunto

    Spherical graphite cast iron is not allowed to use the structural members, because its ductility is considered to be very low. On the other hand, this iron is often used to automobile parts to have hi …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 78(683), 183-192, 2013

    J-STAGE 

  • POST-BUCKLING HYSTERESIS AND CUMULATIVE DEFORMATION CAPACITY OF BUILT-UP MEMBER BRACES WITH LOCAL BUCKLING  [in Japanese]

    TAKEUCHI Toru , KONDO Yuki , MATSUI Ryota , IMAMURA Akira

    … Seismic-resistant braces subjected to cyclic axial force is known to undergo low-fatigue fracture after local buckling, and the authors have proposed an easy evaluation method predicting the fracture point of circular and H-section braces after buckling, using macro-member models. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 77(681), 1781-1790, 2012

    J-STAGE 

  • FUNDAMENTAL STUDY FOR DEVELOPMENT OF TUBULAR DAMPERS FOR USE IN EXPOSED-TYPE COLUMN BASE OF STEEL MOMENT FRAMES  [in Japanese]

    MUKAIDE Seiji , IMOTO Daiki , NAGAYAMA Nobuhiro

    … The damper is expected to deform stably over a large plastic deformation range after local buckling occurs in the tubular part. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 77(678), 1329-1338, 2012

    J-STAGE 

  • CUMULATIVE DEFORMATION CAPACITY OF BRACES UNDER VARIOUS CYCLIC LOADING HISTORIES  [in Japanese]

    TAKEUCHI Toru , NISHIMAKI Makoto , MATSUI Ryota , IMAMURA Akira

    … The post-buckling behavior of the seismic-resistant braces in braced frames under cyclic axial force is often evaluated by time-history analyses; … Authors have proposed an easy evaluation method predicting the fracture point of the circular and H-section braces after buckling, using macro-models. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 77(677), 1131-1140, 2012

    J-STAGE 

  • HYSTERESIS MODEL OF RHS COLUMNS IN THE DETERIORATING RANGE GOVERNED BY LOCAL BUCKLING  [in Japanese]

    YAMADA Satoshi , ISHIDA Takanori , SHIMADA Yuko

    … In this study, based on the database of cyclic loading test results, hysteresis model of RHS columns including deteriorating range governed by local buckling is established. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 77(674), 627-636, 2012

    J-STAGE 

  • PLASTIC DEFORMATION CAPACITY OF CORRUGATED WEB GIRDER UNDER SHEAR BENDING  [in Japanese]

    IKARASHI Kikuo , KOZAKA Keisuke , NAKAMURA Yasunori

    … Corrugated steel plate has high shear stiffness and a feature that it resists to in-plane buckling because of its geometric effects. … With the development of corrugated web girder, this study shows the girder's basic deformation properties and buckling characteristics through experiments and numerical analysis. … Finally, it is suggested in this paper that the girder collapse mode and plastic deformation capacity is evaluable by some valid indicators including buckling strength. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 77(673), 443-451, 2012

    J-STAGE 

  • EFFECT OF LOADING HYSTERETIC PROGRAM ON PLASTIC DEFORMATION CAPACITY AND CUMULATIVE PLASTIC DEFORMATION CAPACITY FOR H-SHAPED BEAM WITH LOCAL BUCKLING:-Database of experimental results for cantilever with h-section-

    KIMURA Yoshihiro

    … In general, the seismic capacity of H-shaped beams with the local bucking is estimated by the two main structural factors. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 76(664), 1143-1151, 2011

    J-STAGE 

  • ENERGY ABSORPTION CAPACITY OF STEEL BEAMS SUBJECTED TO CYCLIC BENDING MOMENT

    YAMAZAKI Shinji , MINAMI Susumu

    It may well be that in cases where huge long period ground motions are input into a high-rise building structure, its members will be subjected to many cyclic loading in plastic range. This study was …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 75(652), 1149-1157, 2010

    J-STAGE 

  • SEISMIC RESPONSE OF STEEL STRUCTURES INCLUDING FRACTURES AT TUBULAR BRACES USING COLLABORATIVE PSEUDO DYNAMIC TEST

    MUKAIDE Seiji , KATAOKA Masaru , TADA Motohide

    … The results show tubular braces are hard to fracture under severe earthquake even if the braces have low deformation capacity, and affects of the brace fracture after local buckling is limited because the strength is considerably degraded. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 75(652), 1139-1147, 2010

    J-STAGE 

  • STUDY ON ULTIMATE STRENGTH OF COMPOSITE BEAM WITH ENDS RESTRAINED AGAINST ROTATION IN FIRE

    YASUDA Satoshi , MICHIKOSHI Shintaro , TAGAWA Yasuhisa

    … Based on the test results, a new formulation is proposed to calculate with a good accuracy, the flexural strength under positive moment on the basis of the plastic theory taking account of the heat-induced degradation of steel / concrete materials and shear capacity of studs in the positive moment area, and the local buckling strength under negative moment on the basis of the models taking account of the post-peak strength behaviors which were obtained from stub-column tests. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 74(643), 1691-1698, 2009

    J-STAGE 

  • A STUDY ON EVALUATION OF ELASTIC BUCKLING STRENGTH OF ANISOTROPIC PLATE UNDER BENDING STRESS AND SHEAR STRESS

    IKARASHI Kikuo , WANG Tao , LU Huafeng

    Buckling strength of corrugate plate was generally calculated by regarding as anisotropic plate so far. … This paper is intended to present a theoretical and numerical study on the buckling strength of anisotropic and corrugate plate. … The quantitative calculations for the buckling strength of the anisotropic plate under bending and shear stress are proposed through parametric studies and the difference between anisotropic and corrugate plate is also discussed. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 74(638), 711-720, 2009

    J-STAGE 

  • BEHAVIOR OF CENTRALLY LOADED STEEL H-COLUMNS AT HIGH TEMPERATURE

    OKABE Takeshi , AVE Takeo

    … An experimental study was conducted to evaluate the effects of high temperature and strain rate on the interaction behavior of the local and overall buckling of steel H-section columns at high temperature. … The results of the numerical simulations clearly showed that numerical analyses can be used to provide accurate predictions of the buckling characteristics of columns at high temperatures. …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 74(646), 2373-2382, 2009

    J-STAGE 

  • 1 / 2
Page Top