Behavior of square concrete‐filled steel tubular beam‐columns subjected to lateral loads with constant cyclic displacement von Kido, Masae, Tsuda, Keigo, Fukumoto, Toshiyuki, Ichinohe, Yasuo, Morita, Koji

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AXIAL LOAD RATIO LIMIT FOR ATTAINMENT OF FULL PLASTIC MOMENT OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS: Without decrease in strength due to Pδ moment von KIDO, Masae, TSUDA, Keigo

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ELASTIC BUCKLING STRENGTH OF H-SHAPED BEAM-COLUMN WITH BRACING AT MIDSPAN OF THE MEMBER: Effects of bracing stiffness and bracing position on elastic buckling strength when the mem... von NISHIMURA, Takuma, KIDO, Masae

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EFFECTIVE LENGTH FACTOR OF LONG COLUMN IN ATRIUM WITH NON-SWAY BUCKLING: Frame with an atrium in the first floor von KIDO, Masae, TSUDA, Keigo

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EFFECTIVE LENGTH FACTORS OF COLUMNS IN LOW-RISE MULTI-SPAN FRAMES EVALUATED BY USING THE STABILITY INDEX: Examination in single-story and two-story frames von NISHIMURA, Takuma, KIDO, Masae

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COMPARISON BETWEEN SUPERPOSED STRENGTH AND ULTIMATE FLEXURAL STRENGTH OF CIRCULAR CFT SECTION von SUSUKI, Takumi, KIDO, Masae

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コンクリート充填角形鋼管柱材の全塑性耐力を発揮できる軸力比の上限値: Pδモーメントに起因する耐力低下の無い場合 von 城戸, 將江, 津田, 惠吾

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STABILITY INDEX AND EFFECTIVE LENGTH FACTOR: Examination in two-span plane frames von KIDO, Masae, TSUDA, Keigo

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軸力と曲げモーメントを受けるコンクリート充填角形鋼管長柱の耐力: 全塑性耐力を基準とした設計式 von 城戸, 將江, 藤永, 隆, 津田, 惠吾

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STABILITY INDEX AND EFFECTIVE LENGTH FACTOR OF PLANE FRAMES: Effective length factor based on the stability index and stability index by using the G factor von KIDO, Masae, TSUDA, Keigo

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回転ばねのついた圧縮材の曲げ座屈に関する隣接部材の影響: 3点支持された圧縮材 von 城戸, 將江, 西村, 拓真, 津田, 惠吾

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EVALUATION OF PΔ MOMENT AND THE EFFECT ON DEFORMATION OF COLUMNS IN SYMMETRICAL FRAMES von KIDO, Masae, TSUDA, Keigo

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EVALUATION OF PΔ EFFECT FOR SYMMETRICAL BRACED FRAMES von KIDO, Masae, TSUDA, Keigo

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EFFECT OF THE ADJACENT MEMBER ON THE BUCKLING OF COLUMNS IN THE SWAY NOT PREVENTED FRAME: Taking a two-story one-span frame as an example von KIDO, Masae, NISHIMURA, Takuma, TSUDA, Keigo

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PΔ EFFECT AND EFFECTIVE LENGTH FACTOR: Calculation of effective length factor on the basis of stability index von KIDO, Masae, TSUDA, Keigo

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COMPARISON BETWEEN SUPERPOSED STRENGTH AND ULTIMATE FLEXURAL STRENGTH OF RECTANGULAR CFT SECTION von KIDO, Masae, TSUDA, Keigo

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EFFECT OF THE ADJACENT MEMBER ON THE FLEXURAL BUCKLING OF COMPRESSION MEMBER WITH ROTATIONAL SPRINGS: Compressive member supported at 3 points von KIDO, Masae, NISHIMURA, Takuma, TSUDA, Keigo

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SIMPLIFIED DESIGN FORMULA FOR EFFECTIVE LENGTH FACTOR OF A NON-SWAY LONG COLUMN IN ATRIUM von KIDO, Masae, NISHIMURA, Takuma, TSUDA, Keigo

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STRESS STATE OF THE CROSS-SECTION AT THE SIMPLE SUPERPOSED STRENGTH OF CONCRETE FILLED SQUARE STEEL TUBULAR SECTION von LIU, Mao, NISHIMURA, Takuma, KIDO, Masae

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浮遊選鉱法により未燃炭素を除去した改質フライアッシュ混合RC梁部材の構造性能に関する基礎性状 von 保木, 和明, 高巣, 幸二, 陶山, 裕樹, 城戸, 將江, 小山田, 英弘

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