Analysis of RC slab–beam–column sub‐assemblages subjected to bidirectional lateral cyclic loading using a new 3D macroelement von Kim, Suhee, Kusuhara, Fumio, Shiohara, Hitoshi

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New Model for Shear Failure of RC Interior Beam-Column Connections von Shiohara, Hitoshi

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Shaking table tests of a full‐scale 10‐story reinforced‐concrete building (2015). Phase II: Seismic resisting system von Kang, Jae‐Do, Kajiwara, Koichi, Tosauchi, Yusuke, Sato, Eiji, Inoue, Takahito, Kabeyasawa, Toshimi, Shiohara, Hitoshi, Nagae, Takuya, Kabeyasawa, Toshikazu, Fukuyama, Hiroshi, Mukai, Tomohisa

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Shaking-table tests of a full-scale ten-story reinforced-concrete building (FY2015). Phase I: Free-standing system with base sliding and uplifting von Kajiwara, Koichi, Tosauchi, Yusuke, Kang, Jae-Do, Fukuyama, Kunio, Sato, Eiji, Inoue, Takahito, Kabeyasawa, Toshimi, Shiohara, Hitoshi, Nagae, Takuya, Kabeyasawa, Toshikazu, Fukuyama, Hiroshi, Mukai, Tomohisa

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REINFORCED CONCRETE BEAM-COLUMN JOINT:FAILURE MECHANISM OVERLOOKED von SHIOHARA, Hitoshi

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REINFORCED CONCRETE BEAM-COLUMN JOINT:SEISMIC DESIGN OF JOINTS CONNECTING WEAK BEAMS AND STRONG COLUMNS von SHIOHARA, Hitoshi

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Shaking‐table test results of a full‐scale free‐standing building with base sliding and rocking von Kang, Jae‐Do, Kajiwara, Koichi, Tosauchi, Yusuke, Sato, Eiji, Inoue, Takahito, Kabeyasawa, Toshimi, Shiohara, Hitoshi, Nagae, Takuya, Kabeyasawa, Toshikazu, Fukuyama, Hiroshi, Mukai, Tomohisa

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REINFORCED CONCRETE BEAM-COLUMN JOINT:INTERACTION OF ULTIMATE STRENGTHS AND FORCES AT MEMBER ENDS von SHIOHARA, Hitoshi

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Reinforced Concrete Beam-Column Joints: An Overlooked Failure Mechanism von Shiohara, Hitoshi

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Analysis of RC slab–beam–column sub‐assemblages subjected to bidirectional lateral cyclic loading using a new 3 D macroelement von Kim, Suhee, Kusuhara, Fumio, Shiohara, Hitoshi

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ULTIMATE MOMENT OF REINFORCED CONCRETE INTERIOR BEAM-COLUMN JOINT von KUSUHARA, Fumio, SHIOHARA, Hitoshi

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EARTHQUAKE RESPONSE OF MULTI-STORY REINFORCED CONCRETE PLANE FRAME STRUCTURES AND SEISMIC DESIGN OF BEAM-COLUMN JOINTS von SHIOHARA, Hitoshi, KOBAYASHI, Fuko, SATO, Yuka, KUSUHARA, Fumio

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鉄筋コンクリート造多層平面骨組の地震応答と柱梁接合部の耐震設計 von 塩原, 等, 小林, 楓子, 佐藤, 友佳, 楠原, 文雄

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THREE-DIMENSIONAL SHAKING TABLE TEST OF A TEN STORY RC FRAME (2015): Test methods and the responses in case of sliding bases von TOSAUCHI, Yusuke, SATO, Eiji, FUKUYAMA, Kunio, INOUE, Takahito, KAJIWARA, Koichi, SHIOHARA, Hitoshi, KABEYASAWA, Toshimi, NAGAE, Takuya, FUKUYAMA, Hiroshi, KABEYASAWA, Toshikazu, MUKAI, Tomohisa

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SEISMIC PERFORMANCE OF REINFORCED CONCRETE INTERIOR BEAM-COLUMN JOINT UNDER LOW RATIO OF COLUMN TO BEAM MOMENT CAPACITY von KUSUHARA, Fumio, SHIOHARA, Hitoshi, TAZAKI, Wataru, PARK, Sungyong

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NONLINEAR SEISMIC RESPONSE ANALYSIS OF REINFORCED CONCRETE CHIMNEYS von KIM, Suhee, SHIOHARA, Hitoshi

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ULTIMATE MOMENT OF REINFORCED CONCRETE EXTERIOR BEAM-COLUMN JOINT von KUSUHARA, Fumio, SHIOHARA, Hitoshi

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DISCUSSION ON “ULTIMATE MOMENT OF REINFORCED CONCRETE INTERIOR BEAM-COLUMN JOINT”: Fumio KUSUHARA and Hitoshi SHIOHARA, J. Struct. Constr. Eng., AIJ, Vol. 75, No. 657, 2027-2036, Nov., 2010 von ICHINOSE, Toshikatsu

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THE AUTHOR'S ANSWER TO DISCUSSION BY TOSHIKATSU ICHINOSE von KUSUHARA, Fumio, SHIOHARA, Hitoshi

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Tendon Model for Nonlinear Analysis of Prestressed Concrete Structures von Wu, Xiao-Han, Otani, Shunsuke, Shiohara, Hitoshi

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