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

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

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

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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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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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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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SEISMIC PERFORMANCE OF REINFORCED CONCRETE EXTERIOR BEAM-COLUMN JOINT WITH COLUMN-TO-BEAM STRENGTH RATIO EQUAL OR NEAR UNITY 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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THE AUTHOR'S ANSWER TO DISCUSSION BY TOSHIKATSU ICHINOSE von KUSUHARA, Fumio, SHIOHARA, Hitoshi

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SEISMIC RESPONSE OF REINFORCED CONCRETE MOMENT RESISTING FRAMES OF BEAM-COLUMN JOINT YIELDING von KUSUHARA, Fumio, KIM, Suhee, SHIOHARA, Hitoshi

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SEISMIC PERFORMANCE OF REINFORCED CONCRETE EXTERIOR BEAM-COLUMN JOINT WITH COLUMN-TO-BEAM STRENGTH RATIO EQUAL OR NEAR UNITY von KUSUHARA, Fumio, SHIOHARA, Hitoshi

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