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Refinado por: Nome da Publicação: Nihon Kenchiku Gakkai Kōzōkei Ronbunshū remover
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1
STRUCTURAL PERFORMANCE AND DESIGN OF CRUCIFORM COLUMN-TO-COLUMN BOLTED JOINT APPLIED TO SQUARE HOLLOW SECTION WITH 150mm EXTERNAL DIMENSION
STRUCTURAL PERFORMANCE AND DESIGN OF CRUCIFORM COLUMN-TO-COLUMN BOLTED JOINT APPLIED TO SQUARE HOLLOW SECTION WITH 150mm EXTERNAL DIMENSION
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STRUCTURAL PERFORMANCE AND DESIGN OF CRUCIFORM COLUMN-TO-COLUMN BOLTED JOINT APPLIED TO SQUARE HOLLOW SECTION WITH 150mm EXTERNAL DIMENSION

KOETAKA, Yuji ; KUROISHI, Yusuke ; KURUMOTO, Masayuki ; TATEISHI, Hajime ; KIRIYAMA, Shinichi

Journal of Structural and Construction Engineering (Transactions of AIJ), 2024/01/01, Vol.89(815), pp.109-120 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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2
FULL PLASTIC STRENGTH OF BEAM-COLUMN JOINT PANEL OF BOX COLUMN BUILT-UP BY PARTIAL PENETRATION WELDING AT THE CORNER SEAMS
FULL PLASTIC STRENGTH OF BEAM-COLUMN JOINT PANEL OF BOX COLUMN BUILT-UP BY PARTIAL PENETRATION WELDING AT THE CORNER SEAMS
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FULL PLASTIC STRENGTH OF BEAM-COLUMN JOINT PANEL OF BOX COLUMN BUILT-UP BY PARTIAL PENETRATION WELDING AT THE CORNER SEAMS

ARAKIDA, Ryota ; UMEDA, Toshihiro

Journal of Structural and Construction Engineering (Transactions of AIJ), 2024/02/01, Vol.89(816), pp.202-211 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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3
STRENGTH OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS SUBJECTED TO AXIAL FORCE AND BENDING MOMENT: Design formula based on the full plastic strength
STRENGTH OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS SUBJECTED TO AXIAL FORCE AND BENDING MOMENT: Design formula based on the full plastic strength
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STRENGTH OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS SUBJECTED TO AXIAL FORCE AND BENDING MOMENT: Design formula based on the full plastic strength

KIDO, Masae ; Fujinaga, Takashi ; TSUDA, Keigo

Journal of Structural and Construction Engineering (Transactions of AIJ), 2023/11/01, Vol.88(813), pp.1590-1601 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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4
EVALUATION OF ULTIMATE FLEXURAL STRENGTH AND DEFORMATION PERFORMANCE OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMNS CONTAINING HIGH-STRENGTH MATERIALS
EVALUATION OF ULTIMATE FLEXURAL STRENGTH AND DEFORMATION PERFORMANCE OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMNS CONTAINING HIGH-STRENGTH MATERIALS
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EVALUATION OF ULTIMATE FLEXURAL STRENGTH AND DEFORMATION PERFORMANCE OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMNS CONTAINING HIGH-STRENGTH MATERIALS

KUBOTA, Jun ; KURINO, Haruhiko ; TAKAINE, Yoshikazu ; KOHTAKI, Keita

Journal of Structural and Construction Engineering (Transactions of AIJ), 2024/02/01, Vol.89(816), pp.212-222 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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5
EFFECT OF MULTI-LAYER LEANING COLUMN ON DAMAGE CONCENTRATION MITIGATION OF MULTI-STORY STEEL MOMENT RESISTING FRAMES WITH MID-STORY PIN COLUMN BASE SYSTEM
EFFECT OF MULTI-LAYER LEANING COLUMN ON DAMAGE CONCENTRATION MITIGATION OF MULTI-STORY STEEL MOMENT RESISTING FRAMES WITH MID-STORY PIN COLUMN BASE SYSTEM
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EFFECT OF MULTI-LAYER LEANING COLUMN ON DAMAGE CONCENTRATION MITIGATION OF MULTI-STORY STEEL MOMENT RESISTING FRAMES WITH MID-STORY PIN COLUMN BASE SYSTEM

FURUKAWA, Sachi ; TAMURA, Naoki ; KIMURA, Yoshihiro

Journal of Structural and Construction Engineering (Transactions of AIJ), 2021, Vol.86(781), pp.501-511 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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6
EXPERIMENTAL STUDY ON THE RESTORING FORCE CHARACTERISTICS OF TRADITIONAL TIMBER FRAME CONSISTING OF “DAITOHIJIKI” (LARGE BEARING BROCK WITH BRACKET ARMS), “KASIRANUKI” (HEAD TIE-BEAMS), AND THREE CIRCULAR COLUMNS AND ON THE MOMENT-RESISTING PERFORMANCE EVALUATED IN EACH STRUCTURAL ELEMENT
EXPERIMENTAL STUDY ON THE RESTORING FORCE CHARACTERISTICS OF TRADITIONAL TIMBER FRAME CONSISTING OF “DAITOHIJIKI” (LARGE BEARING BROCK WITH BRACKET ARMS), “KASIRANUKI” (HEAD TIE-BEAMS), AND THREE CIRCULAR COLUMNS AND ON THE MOMENT-RESISTING PERFORMANCE EVALUATED IN EACH STRUCTURAL ELEMENT
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EXPERIMENTAL STUDY ON THE RESTORING FORCE CHARACTERISTICS OF TRADITIONAL TIMBER FRAME CONSISTING OF “DAITOHIJIKI” (LARGE BEARING BROCK WITH BRACKET ARMS), “KASIRANUKI” (HEAD TIE-BEAMS), AND THREE CIRCULAR COLUMNS AND ON THE MOMENT-RESISTING PERFORMANCE EVALUATED IN EACH STRUCTURAL ELEMENT

KOMATSU, Kohei ; KITAMORI, Akihisa ; NAKAGAWA, Takafumi ; NAKASHIMA, Shoichi ; ISODA, Hiroshi ; 幸平, 小松 ; 顕久, 北守 ; 貴文, 中川 ; 昌一, 中島 ; 五十田, 博

Nihon Kenchiku Gakkai kōzōkei ronbunshū, 2023-04, Vol.88 (806) [Periódico revisado por pares]

Tokyo: Japan Science and Technology Agency

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7
FIRE RESISTANCE EVALUATION OF STEEL COLUMNS WITH HIGH-STRENGTH BOLTED CONNECTIONS: Axially compression experiments at elevated temperatures for steel columns with high-strength bolted connections providing clearance-gaps between column faces
FIRE RESISTANCE EVALUATION OF STEEL COLUMNS WITH HIGH-STRENGTH BOLTED CONNECTIONS: Axially compression experiments at elevated temperatures for steel columns with high-strength bolted connections providing clearance-gaps between column faces
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FIRE RESISTANCE EVALUATION OF STEEL COLUMNS WITH HIGH-STRENGTH BOLTED CONNECTIONS: Axially compression experiments at elevated temperatures for steel columns with high-strength bolted connections providing clearance-gaps between column faces

TERUSE, Ryoya ; OZAKI, Fuminobu

Journal of Structural and Construction Engineering (Transactions of AIJ), 2024/03/01, Vol.89(817), pp.354-365 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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8
ANALYSIS OF ROCKING COLUMN BEHAVIOR CONSIDERING STRESS DISTRIBUTION OF COLUMN USING FIBER ELEMENTS
ANALYSIS OF ROCKING COLUMN BEHAVIOR CONSIDERING STRESS DISTRIBUTION OF COLUMN USING FIBER ELEMENTS
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ANALYSIS OF ROCKING COLUMN BEHAVIOR CONSIDERING STRESS DISTRIBUTION OF COLUMN USING FIBER ELEMENTS

HU, Rong ; MURAMOTO, Makoto

Journal of Structural and Construction Engineering (Transactions of AIJ), 2022/12/01, Vol.87(802), pp.1201-1212 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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9
EVALUATION OF STRUCTURAL PERFORMANCE OF CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS USING HIGH-STRENGTH MATERIALS
EVALUATION OF STRUCTURAL PERFORMANCE OF CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS USING HIGH-STRENGTH MATERIALS
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EVALUATION OF STRUCTURAL PERFORMANCE OF CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS USING HIGH-STRENGTH MATERIALS

KUBOTA, Jun ; TAKAINE, Yoshikazu ; SAWAMOTO, Yoshikazu ; KATO, Takashi

Journal of Structural and Construction Engineering (Transactions of AIJ), 2021/05/30, Vol.86(783), pp.827-837 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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10
EVALUATION METHOD CONSIDERING LATERAL TORSIONAL BUCKLING OF H-SHAPED BEAM-COLUMN UNDER ONE END BENDING MOMENT
EVALUATION METHOD CONSIDERING LATERAL TORSIONAL BUCKLING OF H-SHAPED BEAM-COLUMN UNDER ONE END BENDING MOMENT
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EVALUATION METHOD CONSIDERING LATERAL TORSIONAL BUCKLING OF H-SHAPED BEAM-COLUMN UNDER ONE END BENDING MOMENT

SATO, Atsushi ; YOSHIOKA, Shimpei

Journal of Structural and Construction Engineering (Transactions of AIJ), 2022/06/01, Vol.87(796), pp.567-578 [Periódico revisado por pares]

Tokyo: Architectural Institute of Japan

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