Search Results 1-3 of 3

  • Analysis Using MSS Model of RHS Columns under Random Bi-directional Horizontal Forces  [in Japanese]

    石田 孝徳 , 島田 侑子 , 山田 哲

    鋼構造年次論文報告集 Proceedings of constructional steel 21, 277-284, 2013-11

  • 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. …

    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

    … Columns are subjected to bi-axial bending moment, since buildings behave 3-dimensionally under seismic excitations. … 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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