Search Results 1-3 of 3

  • 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 

  • 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 

  • 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 

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