Faculty Profiles - HIBINO, Yo

Papers - HIBINO, Yo

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補強筋量が少ないRC造柱のせん断強度に及ぼす軸力の影響 Reviewed

久田昌典, 日比野陽, 篠原保二, 林靜雄

コンクリート工学年次論文集 Vol. 33 ( 2 ) page： 2049-2053 2011.7

Damage Investigation of Reinforced Concrete Buildings at the 2010 Chile Earthquake International coauthorship

Taiki Saito, Susumu Kono, Koichi Kusunoki, Yousok Kim, Tomoya Matsui, Masanori Tani, Yo Hibino, Carlos Zavala, and Patricia Gibu

Proceedings of 8th International conference on urban earthquake engineering page： 679-686 2011.3

Flexural behavior of belled pile with high-strength longitudinal reinforcement

Yo Hibino, Yasuji Shinohara, and Shizuo Hayashi

Proceedings of 8th International conference on urban earthquake engineering page： 819-824 2011.3

FAILURE MODE IN SHEAR AND EVALUATION OF DEFORMATION CAPACITY AFTER FLEXURAL YIELDING FOR REINFORCED CONCRETE SHEAR WALL Reviewed

Masaomi TESHIGAWARA, Manami KAWASAKI, Hiroki TAUCHI, Akihiro NAKAMURA, Yo HIBINO

Journal of structural and construction engineering Vol. 75 ( 657 ) page： 2037-2043 2010.11

高強度鉄筋を主筋に用いた場所打ち杭の曲げ性状に関する研究 Reviewed

日比野陽, 堺勤, 篠原保二, 林靜雄

コンクリート工学年次論文集 Vol. 32 ( 2 ) page： 853-858 2010.7

EVALUATION FOR SLIP MECHANISM OF COLUMN-SHAPED WALL ASSUMED MULTI-STORY SHEAR WALL AFTER FLEXURAL YIELDING Reviewed

Lin XU, Yo HIBINO, Masaomi TESHIGAWARA, Yukio BAN, Tatsuzo UMENO

Journal of structural and construction engineering Vol. 75 ( 649 ) page： 617-623 2010.3

連層耐震壁の中間階における枠梁のせん断強度に対する効果 Reviewed

田内浩喜, 川崎愛, 中村聡宏, 勅使川原正臣, 日比野陽, 市之瀬敏勝, 福山洋, 神谷隆

構造工学論文集 Vol. 56B page： 61-66 2010.3

袖壁補強柱の耐震性能評価に関する研究 Reviewed

中村聡宏, 勅使川原正臣, 日比野陽, 井上芳生, 太田勤, 田尻清太郎

構造工学論文集 Vol. 56B page： 7-14 2010.3

連層耐震壁の中間階における枠梁のせん断強度に対する効果 Reviewed

田内浩喜, 川崎愛, 中村聡宏, 勅使川原正臣, 日比野陽, 市之瀬敏勝, 福山洋, 神谷隆

構造工学論文集 Vol. 56B page： 61-66 2010.3

Structural Retrofit for Depth Reduced Beam in Mid-rise Existing Reinforced Concrete Boxed Wall-buildings

Yo Hibino, Hiroki Tauchi, and Masaomi Teshigawara, Hiroshi Fukuyama, and Yoshio Inoue

Proceedings of 7th CUEE and 5th ICEE Joint Conference page： Paper ID: 04-175 2010.3

外付け壁梁と壁の接合部耐力 Reviewed

田内浩喜, 日比野陽, 勅使川原正臣, 井上芳生

コンクリート工学年次論文集 Vol. 31 ( 2 ) page： 259-264 2009.7

既存壁式鉄筋コンクリート造建物の梁せい低減に対する補強方法 Reviewed

日比野陽, 勅使川原正臣, 福山洋, 井上芳生

コンクリート工学年次論文集 Vol. 31 ( 2 ) page： 253-258 2009.7

Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion Reviewed

Yo Hibino, Toshikatsu Ichinose, J. L. Domingues Costa, M. P. Nielsen

Earthquake Engineering & Structural Dynamics Vol. 38 ( 7 ) page： 929-939 2009.6

連層耐震壁の曲げスリップに関する研究 Reviewed

徐霖, 日比野陽, 勅使川原正臣, 伴幸雄, 梅野達三

構造工学論文集 Vol. 55B page： 401-407 2009.3

Cumulative Strength Index Distribution Along Building Height and Story Collapse Rate in Reinforced Concrete Buildings Reviewed

Hibino Yo, Kikuchi Masaru, Teshigawara Masaomi

Proceedings of the 14th World Conference on Earthquake Engineering page： Paper ID 05-01-0440 (CD-ROM) 2008.10

EFFECTS OF CUMULATIVE STRENGTH INDEX DISTRIBUTION ALONG STORIES ON DAMAGE CONCENTRATION IN RC BUILDINGS Reviewed

Yo HIBINO, Masaru KIKUCHI and Masaomi TESHIGAWARA

Journal of Structural Engineering Vol. 54B page： 437-441 2008.4

Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal)

This paper presents a study on the effects on damage concentration in RC buildings by the cumulative strength index (CTU) distribution along the stories. Dynamic response analyses were conducted for two types of building: the one type has a weak story; the other type has two weak stories. The following conclusions were derived from the dynamic response results: 1) In case of the building with the
same CTU in all stories, the damage can concentrate in all stories, although the damage is like to concentrate in the first story; 2) In case of the building with weak first story, if CTU of the first story is 20% to 30% weaker than the averages of CTU in the building, the damage concentrates in the first story; 3) In case of the building with two weak stories, damage will concentrate in which weak story depends on the margin of CTU of between the weak stories. However, beam yielding mechanism should be considered, especially in
case of the building with unbalanced CTU distribution along the stories or that CTU is large.

粗い間隔でアラミド繊維補強を施したRC柱の曲げせん断性状 Reviewed

花井伸明, 西健太郎, 日比野陽, 市之瀬敏勝

コンクリート工学年次論文集 Vol. 29 ( 3 ) page： 1531-1536 2007.7

RESPONSE OF BUILDING ISOLATED WITH SLIDING BEARINGS UNDER STRONG GROUND MOTION -A study based on Rigid-Plastic theory- Reviewed

Yo HIBINO and Toshikatsu ICHINOSE

Journal of Structural Engineering Vol. 53B page： 17-23 2007.3

Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal)

We conducted dynamic response analyses to study the response of base-isolated two-story house under strong ground motions.
We used two kinds of input waves: rectangular-shaped wave and real seismic records. We used a bilinear model to represent the isolation system and the upper stories. The response of the Rigid-Plastic model was similar to that of the bilinear model. The following criteria were derived from the Rigid-Plastic theory: 1) No story or isolation system deforms; 2) Only isolation system deforms; 3) Only upper structure deforms; 4) Both upper structure and isolation system deform. The criteria were effective to approximately classify the results of the response analyses.

CRITERIA TO PREDICT THE STORY WHERE PLASTIC DRIFT DOMINATES IN TWO-STORY STEEL BUILDING UNDER STRONG GROUND MOTION Reviewed

Yo Hibino and Toshikatsu ICHINOSE

Journal of structural and construction engineering ( 606 ) page： 105-111 2006.8

Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal)

The objective of this paper is to establish criteria using which one can predict the story where plastic drift dominates in two-story steel building under strong ground motion. The dynamic response analyses were conducted for Elasto-Plastic and Rigid-Plastic models. The following conclusions are obtained for the response of Rigid-Plastic model. 1) If the shear coefficient of the 2nd story exceeds the base shear coefficient, the plastic drift occurs only in the 1st story. 2) Otherwise, the plastic drift occurs also in the 2nd story. The story of which plastic drift dominates can be predicted considering the story shear coefficient, the peak ground acceleration and the mass distribution of structure as shown in Fig. 12. Similar conclusions are obtained for Elasto-Plastic model if the story shear coefficients are small enough.

RC骨組の地震時塑性率に及ぼす柱梁耐力比の影響 Reviewed

日比野陽, 市之瀬敏勝

コンクリート工学年次論文集 Vol. 27 ( 2 ) page： 85-90 2005.6

Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal)

RC 骨組について地震応答解析を行い，柱梁耐力比が柱や梁の塑性率に及ぼす影響について考察した。層数や柱と梁の強度，地震動，階高をパラメータとし，柱の塑性化分布から層崩壊機構を防ぐために必要な柱梁耐力比を求めた。解析結果から次の結論を得た。(1) 明確な弱点階を有する建物であっても，層崩壊機構を防ぐための柱梁耐力比の上限は存在する。(2) 最大速度1.0m/s 程度の地震波において，明確な弱点階を有する建物の層崩壊機構を防ぐための柱梁耐力比は，弱点階を有しない建物で必要な柱梁耐力比より0.4～0.6 程度大きい。(3) 層崩壊機構を防ぐための柱梁耐力比は，建物の強度分布が同じである場合には，地震力の大きさに影響を受ける。

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