Updated on 2024/12/21

写真a

 
HAYABE, Yasuhiro
 
Affiliation
Faculty of Science and Engineering, School of Creative Science and Engineering
Job title
Professor
Degree
博士（建築学） ( 早稲田大学 )
Profile
1988.3 早稲田大学 理工学部 建築学科 卒業
1990.3 早稲田大学大学院 理工学研究科 建設工学専攻 修了
1990.4-2018.3 大成建設株式会社 設計本部 構造設計部
2018.4- 早稲田大学 理工学術院 創造理工学部 建築学科 教授

Research Areas

  • Building structures and materials
 

Papers

  • Seismic Response Control of a Soft First-Story Building

    Yasuhiro Hayabe, Yuichi Watanabe

    JOURNAL OF DISASTER RESEARCH   4 ( 3 ) 239 - 245  2009.06

    　View Summary

    A structure with a building plane 7.75x8.35 m, 47.8 m high, and having a height/width aspect ratio exceeding 6 has a building response that is difficult to control in both seismic and wind loading. We therefore changed the vibration mode from rocking to swaying by softening first-story translation stiffness and concentrating building deformation to make the first story energy-absorbing. The soft first-story structure we introduce involves (1) stiffening the structure above the second story, (2) making first-story columns laterally flexible and axially rigid, and (3) developing a response-hardening oil damper. The sections below detail these structural elements and dynamic response control performance against wind and seismic loading through time-history response analysis.

    DOI

    Scopus

  • Response control system with soft first story structure

    Yasuhiro Hayabe, Yuichi Watanabe

    Stessa 2006     697 - 701  2006  [Refereed]

    　View Summary

    The building plane is 7.75 m x 8.35 m and the height is 47.8 m. As the result, it became difficult to control the building response for not only seismic loading but also wind loading. So, we planed to change the vibration mode from the rocking-mode to the sway-mode by softening the translation stiffness at the first story, and to make the first story into the energy-absorbing story by concentrating the building deformation. We call this system the soft first story structure. The system consists of the following three items; (a) to stiffen the structure above the second story, (b) to make columns of the first story flexible laterally and rigid axially, (c) to develop the hardening-type oil-damper. In this paper, it is reported about details of these structural elements and the dynamic performance of the proposed response control system against wind and seismic loadings throughout the time history response analysis.

Misc

  • 制振建築紹介 日本テレビ 番町スタジオ

    早部安弘, 早部安弘, 山崎英一, 福本陽介, 岡山真之介, 廣石恒二

    Menshin   ( 118 )  2022

    J-GLOBAL

  • The Okura Tokyoの設計と施工

    早部安弘, 中島崇裕, 安藤広隆, 豊島裕樹

    JSSC (Japanese Society of Steel Construction)   ( 44 )  2021

    J-GLOBAL

  • 鉄骨造建築の制振・免震 放送継続性を高めた制振TVスタジオ-ソフトファーストストーリー制振構造-

    早部安弘, 早部安弘, 岡山真之介

    鉄構技術   34 ( 395 )  2021

    J-GLOBAL

  • Buckling Behavior of Shells with Multiple Curvatures

    森唯人, 早部安弘

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2021  2021

    J-GLOBAL

  • A Study on Forces Applied on Stiffeners Caused by Buckling-Restrained Members

    柿田哲志, 早部安弘

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2021  2021

    J-GLOBAL

  • 制振建築紹介 The Okura Tokyo

    早部安弘, 早部安弘, 中島崇裕, 安藤広隆, 豊島裕樹

    Menshin   ( 107 )  2020

    J-GLOBAL

  • 「代々木」からのメッセージ 1964から2020へつなぐ構造デザインの軌跡 VI.力学から東京五輪へ-学生と考えるオリンピックスタジアム AND展-3)新国立競技場 片持ち梁

    青山ないる, 坂高久, 森雅人, 早部安弘, 島村高平, 田村恵子, 山我信秀

    建築技術   ( 846 )  2020

    J-GLOBAL

  • Response control of high-rise building by viscous damper and active mass dampers.-Part 1. Building outline and response control structure plan-

    豊島裕樹, 中島崇裕, 欄木龍大, 石川義幸, 早部安弘, 安藤広隆

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2020  2020

    J-GLOBAL

  • A Study on Elastic Buckling of Corrugated Sheet under Pure Shear Stress

    松本隼, 早部安弘

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2020  2020

    J-GLOBAL

  • Response control of high-rise building by viscous damper and active mass dampers. Part 2. Verification of response control performance of dampers.

    欄木龍大, 石川義幸, 豊島裕樹, 中島崇裕, 早部安弘, 安藤広隆

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2020  2020

    J-GLOBAL

  • The Okura Tokyo

    谷口吉生, 大野博文, 梅原真次, 田口晃, 早部安弘, 早部安弘, 杉江夏呼

    新建築   94 ( 13 )  2019

    J-GLOBAL

  • The Okura Tokyo

    谷口吉生, 田口晃, 北村浩, 村松圭佑, 高橋秀秋, 舌忠之, 木村新, 国保潤, 高橋洋介, 吉田美香, 小椋圭介, 石田昌子, 根岸大樹, 市川みきね, 大野博文, 山本啓示, 堀田梨絵, 手島史惠, 蕪木伸一, 早部安弘, 中島崇裕, 安藤広隆, 豊島裕樹, 杉野勝明, 飯島善行, 高木淳, 佐々実, 杉江夏呼

    近代建築   73 ( 12 )  2019

    J-GLOBAL

  • 部分円筒シェルの座屈性状に関する研究(その1)

    森唯人, 青山ないる, 早部安弘

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2019  2019

    J-GLOBAL

  • 部分円筒シェルの座屈性状に関する研究(その2)

    青山ないる, 森唯人, 早部安弘

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2019  2019

    J-GLOBAL

  • JSCA Structural Design Presentation 2017

    山内 哲理, 西田 修治, 早部 安弘, 吉牟田 靖也, 島村 高平, 松井 稔, 柳沼 大樹, 山脇 克彦

    Structure : Journal of Japan structural Consultants Association   ( 145 ) 25 - 95,17-24  2018.01

    CiNii

  • Seismic Strengthening Effect of Precast Concrete Piles with Semi-rigid Connections

    脇田拓弥, 杉山智昭, 一色裕二, 早部安弘

    大成建設技術センター報(CD-ROM)   ( 50 ) ROMBUNNO.31  2017.12

    J-GLOBAL

  • 鉄骨造建築の柱材・柱形式 伝統の継承と構造架構の選定 ホテルオークラ東京・新本館

    早部安弘

    鉄構技術   30 ( 354 ) 049‐051  2017.10

    J-GLOBAL

  • 端部が半剛接合された既製PRC杭部材に対する耐震補強効果 その2 変形性状とひずみ性状

    脇田拓弥, 早部安弘, 一色裕二, 杉山智昭

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2017   ROMBUNNO.23305  2017.07

    J-GLOBAL

  • 端部が半剛接合された既製PRC杭部材に対する耐震補強効果 その1 実験概要と破壊性状

    一色裕二, 早部安弘, 脇田拓弥, 杉山智昭

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2017   ROMBUNNO.23304  2017.07

    J-GLOBAL

  • コンサート時のたてのり動作に対する設計用加振力

    田口典生, 早部安弘, 岡山真之介, 今村公威, 土屋隆

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2017   ROMBUNNO.40171  2017.07

    J-GLOBAL

  • 22643 Development of aerial tower which is composed of Precast concrete pile and cable : Part-3 Estimation for changing cables' tensile forces

    ISSHIKI Yuji, MASEKI Ryota, HAYABE Yasuhiro, NII Aiko, MURASE Masaki, TANI Tsubasa

    Summaries of technical papers of annual meeting   2015 ( 0 ) 1285 - 1286  2015.09

    CiNii

  • コンクリート既製杭とケーブルを用いた電波塔の開発(その3)ケーブル張力の経時変化

    一色裕二, 欄木龍大, 早部安弘, 新居藍子, 村瀬正樹, 谷翼

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2015   ROMBUNNO.22643  2015.07

    J-GLOBAL

  • 14129 KIWA Products CO. Ltd. Asakusabashi Head Office

    SUGIE Daisuke, HAYABE Yasuhiro, YAMAMOTO Minoru, WATANABE Masaaki, IHARA Kei, ANDO Hirotaka

    Summaries of technical papers of annual meeting   2014 ( 0 ) 258 - 259  2014.09

    CiNii

  • 貴和製作所浅草橋本店

    杉江大典, 山本実, 伊原慶, 渡辺征晃, 早部安弘, 安藤広隆

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2014   ROMBUNNO.14129  2014.07

    J-GLOBAL

  • Construction Examples of Hybrid-structure in the Field of Domestic Building

    Hayabe Y, Shimamura K, Komuro T

    Konkurito Kogaku   52 ( 1 ) 89 - 94  2014

    DOI CiNii

  • 多様化するハイブリッド構造の現状と今後の展開/3.国内外の建設事情 国内建築分野におけるハイブリッド構造の建設事例

    早部安弘, 島村高平, 小室努

    コンクリート工学   52 ( 1 ) 89 - 94  2014.01

    DOI J-GLOBAL

  • 22810 Development of aerial tower which is composed of Precast concrete pile and cable : Part-2 Estimation for changing cables' tensile forces

    ISSHIKI Yuji, HAYABE Yasuhiro, MURASE Masaki, MASEKI Ryota, NII Aiko

    Summaries of technical papers of annual meeting   2013 ( 0 ) 1619 - 1620  2013.08

    CiNii

  • 22809 Development of aerial tower which is composed of Precast concrete pile and cable : Part-1 Structural design outline

    MURASE Masaki, HAYABE Yasuhiro, ISSHIKI Yuji

    Summaries of technical papers of annual meeting   2013 ( 0 ) 1617 - 1618  2013.08

    CiNii

  • コンクリート既製杭とケーブルを用いた電波塔の開発(その1)構造概要

    村瀬正樹, 早部安弘, 一色裕二

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2013   ROMBUNNO.22809  2013.07

    J-GLOBAL

  • コンクリート既製杭とケーブルを用いた電波塔の開発(その2)ケーブル張力の確認方法・経時変化

    一色裕二, 欄木龍大, 早部安弘, 新居藍子, 村瀬正樹

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2013   ROMBUNNO.22810  2013.07

    J-GLOBAL

  • 鉄骨造建築の制振・免震技術 フィーレンディール外殻構造を採用した鉄骨造の免震施設

    早部安弘

    月刊鉄構技術   26 ( 297 ) 72 - 73  2013.01

    J-GLOBAL

  • 見えない現象「風」に挑む耐風設計 V.構造骨組の耐風設計 構造骨組の耐風設計のプロセス

    早部安弘, 寺崎浩

    建築技術   ( 755 ) 108 - 111  2012.12

    CiNii J-GLOBAL

  • 構造骨組の耐風設計のプロセス (特集 見えない現象「風」に挑む耐風設計) -- (構造骨組の耐風設計)

    早部 安弘, 寺崎 浩

    建築技術   ( 755 ) 108 - 111  2012.12

    CiNii

  • 22373 Study on Buckling of Flat-Bar Supported by Glass as Stiffeners

    HAYABE Yasuhiro, SUZUKI Yumi, FUJIMURA Tashiro, NARIHARA Hiroyuki, SATO Eisuke, FUNAOKA Tsutomu

    Summaries of technical papers of annual meeting   2012 ( 0 ) 745 - 746  2012.09

    CiNii

  • 23406 Development of Design-conscious Seismic Strengthening for RC Frames with Steel Members : Part 5 Element Test of Compressive Braces

    FUJIMURA Tashiro, TOYODA Yoshiyuki, SUZUKI Yumi, HAYABE Yasuhiro, SATOU Eisuke, NARIHARA Hiroyuki, FUNAOKA Tsutomu

    Summaries of technical papers of annual meeting   2012 ( 0 ) 859 - 860  2012.09

    CiNii

  • ガラスを補剛材に用いた平鋼圧縮材の座屈性状に関する研究

    早部安弘, 鈴木裕美, 藤村太史郎, 成原弘之, 佐藤英佑, 舟岡努

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2012   ROMBUNNO.22373  2012.07

    J-GLOBAL

  • 建築デザインに配慮した鋼材系部材によるRC骨組み用耐震補強構法の開発 その5 追加要素実験

    藤村太史郎, 豊田祥之, 鈴木裕美, 早部安弘, 佐藤英佑, 成原弘之, 舟岡努

    日本建築学会大会学術講演梗概集・建築デザイン発表梗概集(CD-ROM)   2012   ROMBUNNO.23406  2012.07

    J-GLOBAL

  • One year from March 11th : Lessons learned from disaster

    早部 安弘, 小宮 信明, 藤井 誠人

    Structure : Journal of Japan structural Consultants Association   0 ( 122 ) 17 - 57,12-15  2012.04

    CiNii

  • NANKODO 2ND BUILDING(KANTO)

    TAKAHASHI Akio, HANAMURA Akihide, HAYABE Yasuhiro, WATANABE Masaaki, TANI Tsubasa

    建築雑誌.作品選集 : Selected Architectural Designs   127 ( 1630 ) 36 - 37  2012.03

    CiNii

  • Development of Design-conscious Seismic Strengthening with Steel Members

    佐藤英佑, 成原弘之, 藤村太史郎, 佐伯正尚, 鈴木裕美, 早部安弘

    大成建設技術センター報(CD-ROM)   ( 44 ) ROMBUNNO.11  2011.12

    J-GLOBAL

  • ずれながら積層する医療と図書館ふたつの機能 高崎市総合保健センター・高崎市立中央図書館

    蕪木伸一, 松村正人, 鳴海雅人, 高野洋平, 早部安弘

    新建築   86 ( 11 ) 172-180,194 - 180,194  2011.10

    CiNii J-GLOBAL

  • 建築デザインに配慮した鋼材系部材によるRC骨組用耐震補強構法の開発 その2 非線形座屈解析による検証

    矢島龍人, 早部安弘, 鈴木裕美, 藤村太史郎, 佐藤英佑, 成原弘之

    日本建築学会学術講演梗概集C-1 構造3   2011   995 - 996  2011.07

    CiNii J-GLOBAL

  • 南江堂第二ビル

    花村明秀, 高橋章夫, 早部安弘, 渡辺征晃

    日本建築学会大会建築デザイン発表梗概集   2011   70 - 71  2011.07

    CiNii J-GLOBAL

  • 接触を考慮した非線形座屈解析による圧縮材の座屈耐力の評価

    早部安弘, 鈴木裕美, 佐藤英佑, 成原弘之

    日本建築学会学術講演梗概集C-1 構造3   2011   869 - 870  2011.07

    CiNii J-GLOBAL

  • 建築デザインに配慮した鋼材系部材によるRC骨組用耐震補強構法の開発 その1 要素実験

    佐藤英佑, 藤村太史郎, 佐伯正尚, 鈴木裕美, 早部安弘, 成原弘之, 舟岡努

    日本建築学会学術講演梗概集C-1 構造3   2011   993 - 994  2011.07

    CiNii J-GLOBAL

  • 14035 Nankodo 2nd Building

    HANAMURA Akihide, TAKAHASHI Akio, HAYABE Yasuhiro, WATANABE Masaaki

    建築デザイン発表梗概集   2011   70 - 71  2011.07

    CiNii

  • 22435 Estimation of buckling strength by non-linear buckling analysis with contact model

    Hayabe Yasuhiro, Suzuki Yumi, Satou Eisuke, Narihara Hiroyuki

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2011   869 - 870  2011.07

    CiNii

  • 22497 Development of Design-conscious Seismic Strengthening for RC Frames with Steel Members : Part 1 Element Test of Compressive Braces

    SATO Eisuke, FUJIMURA Tashiro, SAIKI Masanao, SUZUKI Yumi, HAYABE Yasuhiro, NARIHARA Hiroyuki, FUNAOKA Tsutomu

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2011   993 - 994  2011.07

    CiNii

  • 22498 Development of Design-conscious Seismic Strengthening for RC Frames with Steel Members : Part 2 Verifications by Non-linear Buckling Analysis

    YAJIMA Ryuto, HAYABE Yasuhiro, SUZUKI Yumi, FUJIMURA Tashiro, SATO Eisuke, NARIHARA Hiroyuki

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2011   995 - 996  2011.07

    CiNii

  • 構造デザインの歩み 最終回 No.69 新しい建築表現を切り開く共同作業のかたち MIKIMOTO Ginza2

    早部安弘, 南公人

    建築技術   ( 716 ) 78 - 79  2009.09

    J-GLOBAL

  • ねじれ応答の制御システムに関する提案

    渡辺征晃, 早部安弘

    日本建築学会学術講演梗概集B-1 構造1   2009   263 - 264  2009.07

    CiNii J-GLOBAL

  • 20132 A proposal on a response control system for torsional vibration of a building

    WATANABE Masaaki, HAYABE Yasuhiro

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2009   263 - 264  2009.07

    CiNii

  • Structural engineering ethics

    早部 安弘, 田村 彰男, 都祭 弘幸

    Structure   ( 111 ) 87 - 120  2009.07

    CiNii

  • 佳作 : 団地型集合住宅のバリアフリー化による耐震改修(2007年度日本建築学会技術部門設計競技「既存建築物の耐震改修デザイン」入選作品)

    鈴木 裕美, 早部 安弘, 川上 久美子

    建築雑誌   122 ( 1568 ) 65 - 65  2007.11

    CiNii

  • 鋼構造の表現力 建築デザインされた窓開口によるファサード ミキモトギンザ2

    早部安弘

    JSSC (Jpn Soc Steel Constr)   ( 65 ) 11 - 12  2007.07

    J-GLOBAL

  • 建築デザインされた窓開口によるファサード : ミキモトギンザ2

    早部 安弘

    JSSC : 日本鋼構造協会機関誌 : JAPANESE SOCIETY OF STEEL CONSTRUCTION   65   11 - 12  2007.07

    CiNii

  • 鉄骨造建築の柱材・柱形式 Case Study3 高アスペクト比を有する高層建築物の柱

    早部安弘

    月刊鉄構技術   20 ( 230 ) 32 - 35  2007.06

    J-GLOBAL

  • MIKIMOTO Ginza 2

    水沼靖昭, 佐々木睦朗, 細沢治, 早部安弘, 北口雄一, 新井健太

    建築技術   ( 675 ) 20 - 39  2006.04

    J-GLOBAL

  • 鋼板コンクリート構造の計画と検証 (architectural design MIKIMOTO Ginza2 伊東豊雄建築設計事務所+大成建設(株)一級建築士事務所)

    細澤 治, 早部 安弘

    建築技術   ( 675 ) 30 - 33  2006.04

    CiNii

  • 変わりゆく構造形態 3.かたちの実現手法 ランダム開口を有する鋼板コンクリート構造 ミキモトギンザ2

    早部安弘

    建築技術   ( 671 ) 132 - 133  2005.12

    J-GLOBAL

  • Study on Performance of Steel Plate Reinforced Concrete Wall-Part1. Structural Performance-

    竹崎真一, 成原弘之, 道越真太郎, 早部安弘, 渡辺祐一, 細沢治

    大成建設技術センター報(CD-ROM)   ( 38 ) 29  2005.11

    J-GLOBAL

  • Study on Performance of Steel Plate Reinforced Concrete Wall-Part2. Fire Resistance-

    道越真太郎, 馬場重彰, 小林裕, 成原弘之, 竹崎真一, 早部安弘, 渡辺裕一, 細沢治

    大成建設技術センター報(CD-ROM)   ( 38 ) 30  2005.11

    J-GLOBAL

  • 鋼板コンクリート構造壁の構造耐力試験 その1 圧縮実験

    渡辺祐一, 早部安弘, 竹崎真一, 成原弘之, 道越真太郎, 細沢治

    日本建築学会学術講演梗概集C-1 構造3   2005   1115 - 1116  2005.07

    CiNii J-GLOBAL

  • 鋼板コンクリート構造壁の耐火性能 その1 実験結果

    馬場重彰, 道越真太郎, 小林裕, 成原弘之, 竹崎真一, 早部安弘, 細沢治, 渡辺祐一

    日本建築学会学術講演梗概集A-2 防火 海洋建築 情報システム技術   2005   65 - 66  2005.07

    CiNii J-GLOBAL

  • 鋼板コンクリート構造壁の構造耐力試験 その2 せん断実験

    竹崎真一, 早部安弘, 成原弘之, 道越真太郎, 渡辺祐一, 細沢治

    日本建築学会学術講演梗概集C-1 構造3   2005   1117 - 1118  2005.07

    CiNii J-GLOBAL

  • 鋼板コンクリート構造壁の耐火性能 その2 解析

    道越真太郎, 小林裕, 早部安弘, 細沢治, 渡辺祐一

    日本建築学会学術講演梗概集A-2 防火 海洋建築 情報システム技術   2005   67 - 68  2005.07

    CiNii J-GLOBAL

  • ソフトファーストストーリー制振構造による応答制御

    早部安弘, 渡辺祐一

    日本建築学会学術講演梗概集B-2 構造2   2005   1027 - 1028  2005.07

    CiNii J-GLOBAL

  • 3033 Fire Resistance of Steel Plate Reinforced Concrete Wall : (Part 1) Test Results

    BABA Shigeaki, MICHIKOSHI Shintaro, KOBAYASHI Yutaka, NARIHARA Hiroyuki, TAKEZAKI Shin-ichi, HAYABE Yasuhiro, HOSOZAWA Osamu, WATANABE Yuichi

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology   2005   65 - 66  2005.07

    CiNii

  • 3034 Fire Resistance of Steel Plate Reinforced Concrete Wall : (Part 2) Analysis

    MICHIKOSHI Shintaro, KOBAYASHI Yutaka, HAYABE Yasuhiro, HOSOZAWA Osamu, WATANABE Yuichi

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-2, Fire safety, off-shore engineering and architecture, information systems technology   2005   67 - 68  2005.07

    CiNii

  • 21514 Response Controlled Building by Soft First Story System

    HAYABE Yasuhiro, WATANABE Yuichi

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants   2005   1027 - 1028  2005.07

    CiNii

  • 22554 Experimental Study on Structural Strength of Steel Plate Reinforced Concrete Wall : Part 2. Shear Tests

    TAKEZAKI Shin-ichi, HAYABE Yasuhiro, NARIHARA Hiroyuki, MICHIKOSHI Shintaro, WATANABE Yuichi, HOSOZAWA Osamu

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2005   1117 - 1118  2005.07

    CiNii

  • 22553 Experimental Study on Structural Strength of Steel Plate Reinforced Concrete Wall : Part 1. Compressive Tests

    WATANABE Yuichi, HAYABE Yasuhiro, TAKEZAKI Shin-ichi, NARIHARA Hiroyuki, MICHIKOSHI Shintaro, HOSOZAWA Osamu

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures   2005   1115 - 1116  2005.07

    CiNii

  • オイルダンパーとアクティブ制振装置を併用した風応答制御(その1 制振装置概要および風応答性能評価)

    早部安弘, 井上哲士朗, 欄木龍大, 長島一郎, 落合宏, 斉藤賢二

    日本建築学会学術講演梗概集B-2 構造2   2004   71 - 72  2004.07

    CiNii J-GLOBAL

  • オイルダンパーとアクティブ制振装置を併用した風応答制御(その2 制振装置の性能確認実験)

    欄木龍大, 長島一郎, 早部安弘, 井上哲士朗, 落合宏, 斉藤賢二

    日本建築学会学術講演梗概集B-2 構造2   2004   73 - 74  2004.07

    CiNii J-GLOBAL

  • 21037 The wind-induced response control by oil dampers and active mass damper : (Part 2) Experimental verification of response control performance

    Maseki Ryota, Nagashima Ichiro, Hayabe Yasuhiro, Inoue Tetsushiro, Ochiai Hiroshi, Saito Kenji

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants   2004   73 - 74  2004.07

    CiNii

  • 21036 The wind-induced response control by oil dampers and active mass damper : (Part 1) Response control systems and evaluation of wind-induced response performance

    Hayabe Yasuhiro, Inoue Tetsushiro, Maseki Ryota, Nagashima Ichiro, Ochiai Hiroshi, Saito Kenji

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants   2004   71 - 72  2004.07

    CiNii

  • 層風力データを用いた高層板状免震建物の動的応答

    早部安弘, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   2003   169 - 170  2003.07

    CiNii J-GLOBAL

  • 20085 Study on dynamic response for tall base-isolated building using layered wind loadings

    Hayabe Yasuhiro, Asami Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2003   169 - 170  2003.07

    CiNii

  • Cumulative Fatigue Damages of Wind-Induced Inelastic Response for Steel Damper.

    早部安弘, 中尾文彦, 辻田修

    風工学シンポジウム論文集   16th   513 - 518  2000.12

    CiNii J-GLOBAL

  • CUMULATIVE FATIGUE DAMAGES OF WIND-INDUCED INELASTIC RESPONSE FOR STEEL DAMPER

    HAYABE Yasuhiro, NAKAO Fumihiko, TSUJITA Osamu

    風工学シンポジウム論文集   16   513 - 518  2000.12

    CiNii

  • 高層建物の塑性化を考慮した風応答による累積疲労損傷度 その1 解析手法

    早部安弘, 中尾文彦, 辻田修

    日本建築学会学術講演梗概集B-1 構造1   2000   155 - 156  2000.07

    CiNii J-GLOBAL

  • 高層建物の塑性化を考慮した風応答による累積疲労損傷度 その2 適用例

    中尾文彦, 早部安弘, 辻田修

    日本建築学会学術講演梗概集B-1 構造1   2000   157 - 158  2000.07

    CiNii J-GLOBAL

  • Cumulative Fatigue Damages of Wind-induced Inelastic Response for Tall Buildings : Part1 Analysis Method

    HAYABE Yasuhiro, NAKAO Fumihiko, TSUJITA Osamu

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2000   155 - 156  2000.07

    CiNii

  • Cumulative Fatigue Damages of Wind-Induced Inelastic Response for Tall Buildings : Part2 Applications

    NAKAO Fumihiko, HAYABE Yasuhiro, TSUJITA Osamu

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   2000   157 - 158  2000.07

    CiNii

  • The Vibration Characters of 3 hinges-arch with plane Arranged Strings.

    細沢治, 早部安弘, 高木政美

    日本建築学会学術講演梗概集B-1 構造1   1999   1007 - 1008  1999.07

    CiNii J-GLOBAL

  • Inquiry Result on Separate Test Subject.

    早川邦夫, 芳沢利和, 早部安弘, 飯塚真巨, 中村巌, 仲林健, 杉江隆明, 西川一郎, 宮崎光生

    Menshin   ( 23 ) 44 - 47  1999.02

    J-GLOBAL

  • The Vibration Characters of 3 hinges-arch with plane Arranged Strings.

    HISOZAWA Osamu, HAYABE Yasuhiro, TAKAGI Masayosi

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures     1007 - 1008  1999

    CiNii

  • Wind-induced inelastic response for a tall building : Energy evaluation during a passage of typhoon

    HAYABE Yasuhiro, TSUJITA Osamu

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1998   183 - 184  1998.07

    CiNii

  • Wind-induced inelastic response for a tall building. Energy evaluation during a passage of typhoon.

    早部安弘, 辻田修

    日本建築学会学術講演梗概集B-1 構造1   1998   183 - 184  1998.07

    J-GLOBAL

  • Damage Assessment for Office building using Seismic Risk Management. Part 2. Comparison of Seismic Risk before and after Taking Measures.

    高橋一郎, 中村政則, 木村雄一, 早部安弘, 小倉桂治

    日本建築学会学術講演梗概集D-1 環境工学1   1998   983 - 984  1998.07

    J-GLOBAL

  • Damage Assessment for Office Building using Seismic Risk Management. Part 1. Outline of Objective Office Building and Modeling of Seismic Damage.

    中村政則, 高橋一郎, 木村雄一, 早部安弘, 小倉桂治

    日本建築学会学術講演梗概集D-1 環境工学1   1998   981 - 982  1998.07

    J-GLOBAL

  • A study on wind-induced response characteristics and prediction for inelastic structure. Part 4 application to multi-mass system.

    辻田修, 早部安弘, 丹羽秀聡, 大熊武司, 和田章

    日本建築学会構造系論文集   62 ( 499 ) 39 - 45  1997.09

    　View Summary

    Wind-induced inelastic response characteristics and stochastic methods to predict those responses were reported in previous papers, Ref. [1], [2], [3]. One-mass system was used in those studies on assumptions that the first mode of structures is predominant in wind-induced motion and the change of the mode shape is negligible after yielding of the structural frame or hysteretic dampers. Applying stochastic methods proposed for one-mass system to practical buildings, it must be studied on effects of higher mode motion and on concentration into weak stories concerning excess deformation and hysteretic damping energy. In this paper, first, response characteristics of inelastic multi-mass system are described through results of time history response analysis. Next, for the multi-mass system, a stochastic method to predict inelastic response of each story is proposed by extending the previous method for one-mass system.

    DOI CiNii J-GLOBAL

  • Study on Prediction of Wind-Induced Inelastic Response : Application to Multi-Mass System(Part1)

    NIWA Hidesato, OHKUMA Takeshi, TSUJITA Osamu, HAYABE Yasuhiro, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1997   277 - 278  1997.07

    CiNii

  • Study on Prediction of Wind-Induced Inelastic Response : Application to Multi-Mass System(Part2)

    HAYABE Yasuhiro, OHKUMA Takeshi, TSUJITA Osamu, NIWA Hidesato, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1997   279 - 280  1997.07

    CiNii

  • Study on Prediction of Wind-Induced Inelastic Response : Application to Multi-Mass System(Part3)

    TSUJITA Osamu, OHKUMA Takeshi, HAYABE Yasuhiro, NIWA Hidesato, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1997   281 - 282  1997.07

    CiNii

  • Application of Multi-Mass System. (Part 2). Study on Prediction of Wind-Induced Inelastic Response.

    早部安弘, 大熊武司, 辻田修, 丹羽秀聡, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1997   279 - 280  1997.07

    J-GLOBAL

  • Application to Multi-Mass System. (Part 3). Study on Prediction of Wind-Induced Inelastic Response.

    辻田修, 大熊武司, 早部安弘, 丹羽秀聡, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1997   281 - 282  1997.07

    J-GLOBAL

  • Damage Assessment for General Hospital using Seismic Risk Management. Part 3. Comparison of Medical Care Loss before and after Taking Measures.

    中村政則, 樋口幸司, 高橋一郎, 木村雄一, 早部安弘, 小倉桂治

    日本建築学会学術講演梗概集B-2 構造2   1997   19 - 20  1997.07

    J-GLOBAL

  • Damage Assessment for General Hospital using Seismic Risk Management. Part 1. Outline of Objective Hospital and Modeling of Seismic Damage.

    樋口幸司, 中村政則, 高橋一郎, 木村雄一, 早部安弘, 小倉桂治

    日本建築学会学術講演梗概集B-2 構造2   1997   15 - 16  1997.07

    J-GLOBAL

  • Damage Assessment for General Hospital using Seismic Risk Management. Part 2. Resistance of building and major equipment and the Occurrence Probability of Damage.

    高橋一郎, 中村政則, 樋口幸司, 木村雄一, 早部安弘, 小倉桂治

    日本建築学会学術講演梗概集B-2 構造2   1997   17 - 18  1997.07

    CiNii J-GLOBAL

  • Application to Multi-Mass System. (Part 1). Study on Prediction of Wind-Induced Inelastic Response.

    丹羽秀聡, 大熊武司, 辻田修, 早部安弘, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1997   277 - 278  1997.07

    J-GLOBAL

  • A STUDY ON WIND-INDUCED RESPONSE CHARACTERISTICS AND PREDICTION FOR INELASTIC STRUCTURE : Part 4 Application to multi-mass system

    TSUJITA Osamu, HAYABE Yasuhiro, NIWA Hidesato, OHKUMA Takeshi, WADA Akira

    Transactions of AIJ   62 ( 499 ) 39 - 45  1997

    　View Summary

    Wind-induced inelastic response characteristics and stochastic methods to predict those responses were reported in previous papers, Ref. [1], [2], [3]. One-mass system was used in those studies on assumptions that the first mode of structures is predominant in wind-induced motion and the change of the mode shape is negligible after yielding of the structural frame or hysteretic dampers. Applying stochastic methods proposed for one-mass system to practical buildings, it must be studied on effects of higher mode motion and on concentration into weak stories concerning excess deformation and hysteretic damping energy. In this paper, first, response characteristics of inelastic multi-mass system are described through results of time history response analysis. Next, for the multi-mass system, a stochastic method to predict inelastic response of each story is proposed by extending the previous method for one-mass system.

    DOI CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load : A Case in Consideration of Mean Wind Force (Part4)

    TSUJITA Osamu, OHKUMA Takeshi, HAYABE Yasuhiro, NIWA Hidesato, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1996   289 - 290  1996.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load : Response Prediction under Wind Load with Variation of Mean Wind Velocity

    NIWA Hidesato, OHKUMA Takeshi, TSUJITA Osamu, HAYABE Yasuhiro, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1996   291 - 292  1996.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load. A Case in Consideration of Mean Wind Force. (Part 4).

    辻田修, 大熊武司, 早部安弘, 丹羽秀聡, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1996   289 - 290  1996.07

    J-GLOBAL

  • Study on Estimation of Elasto-Plastic Response under Wind Load. Response Prediction under Wind Load with Variation of Mean Wind Velocity.

    丹羽秀聡, 大熊武司, 辻田修, 早部安弘, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1996   291 - 292  1996.07

    J-GLOBAL

  • A Study on Wind-Induced Response Characteristics and Prediction for Inelastic Structure. Part 2. A case of along-wind vibration.

    辻田修, 早部安弘, 大熊武司, 和田章

    日本建築学会構造系論文集   61 ( 485 ) 25 - 34  1996.07

    　View Summary

    For tall buildings and for buildings in which response control systems by hysteretic damping of steel are installed, it is important to understand inelastic response characteristics of buildings under wind loading. Inelastic response characteristics and response prediction method under across-wind loading were reoorted in the previous paper, Part 1. But, from the nature of across-wind loading, it was not confirmed how the mean wind loading and the low frequency component in wind force have an effect on the inelastic response. In this paper, inelastic response characteristics, e.g. the transition of the mean displacement, the distribution of the fluctuating displacement, the maximum fluctuating displacement, the absorbed energy and so on, under along-wind loading are investigated through time history response analyses by using a single-degree-of-freedom system. And, a stochastic method of estimating the inelastic response under along-wind loading, by extending the method for across-wind vibration, is proposed.

    DOI CiNii J-GLOBAL

  • A Study on Wind-Induced Response Characteristics and Prediction for Inelastic Structure. Part 1. A case of across-wind vibration.

    辻田修, 早部安弘, 大熊武司, 和田章

    日本建築学会構造系論文集   ( 481 ) 9 - 16  1996.03

    CiNii J-GLOBAL

  • A STUDY ON WIND-INDUCED RESPONSE CHARACTERISTICS AND PREDICTION FOR INELASTIC STRUCTURE : Part 1. A case of across-wind vibration

    TSUJITA Osamu, HAYABE Yasuhiro, OHKUMA Takeshi, WADA Akira

    Transactions of AIJ   61 ( 481 ) 9 - 16  1996

    　View Summary

    As buildings have become higher, it is likely to find the wind loads that is equal to or even greater than the design seismic loads. Also, response control systems by hysteretic damping of steel have been developed for the aim of the response control or the damage control during seismic excitation. Then the subject that structural members yield under wind loading will become more important on structural design. In this paper, to assure the safety of buildings with the yielding members under wind loading, inelastic response characteristics, e. g. the distributions of the fluctuating displacement, the maximum displacement, the absorbed energy and so on, under across-wind loading are investigated quantitatively through time history response analyses by using a single-degree-of-freedom system. And a stochastic method of estimating the inelastic responses under wind loading so as to be available for the evaluation of fatigue-damage is proposed on the basis of the zero-crossing peak-value distribution. It is confirmed that the predicted inelastic responses almost agree with the results of simulation.

    CiNii

  • A STUDY ON WIND-INDUCED RESPONSE CHARACTERISTICS AND PREDICTION FOR INELASTIC STRUCTURE : Part 2. A case of along-wind vibration

    TSUJITA Osamu, HAYABE Yasuhiro, OHKUMA Takeshi, WADA Akira

    Transactions of AIJ   61 ( 485 ) 25 - 34  1996

    　View Summary

    For tall buildings and for buildings in which response control systems by hysteretic damping of steel are installed, it is important to understand inelastic response characteristics of buildings under wind loading. Inelastic response characteristics and response prediction method under across-wind loading were reoorted in the previous paper, Part 1. But, from the nature of across-wind loading, it was not confirmed how the mean wind loading and the low frequency component in wind force have an effect on the inelastic response. In this paper, inelastic response characteristics, e.g. the transition of the mean displacement, the distribution of the fluctuating displacement, the maximum fluctuating displacement, the absorbed energy and so on, under along-wind loading are investigated through time history response analyses by using a single-degree-of-freedom system. And, a stochastic method of estimating the inelastic response under along-wind loading, by extending the method for across-wind vibration, is proposed.

    DOI CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load : A Case in Consideration of Mean Wind Force(Part 1)

    TSUJITA Osamu, OHKUMA Takeshi, HAYABE Yasuhiro, NIWA Hidesato, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1995   217 - 218  1995.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load. : A Case in Consideration of Mean Wind Force(Part 2)

    NIWA Hidesato, OHKUMA Takeshi, TSUJITA Osamu, HAYABE Yasuhiro, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1995   219 - 220  1995.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load. : A Case in Consideration of Mean Wind Force(Part 3)

    HAYABE Yasuhiro, OHKUMA Takeshi, TSUJITA Osamu, NIWA Hidesato, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures   1995   221 - 222  1995.07

    CiNii

  • Development of Base-isolation System consisting of Sliding and Rubber Bearings. : Part.2 Dynamic Analyses Considering Isolated Period and Yield Shear Force

    KATSUTA Shoji, SATO Yoshiharu, HAYABE Yasuhiro, NAKAJIMA Tooru, TOMISHIMA Seiji

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants   1995   581 - 582  1995.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Load. A Case in Consideration of Mean Wind Force. (Part 1).

    辻田修, 大熊武司, 早部安弘, 丹羽秀聡, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1995   217 - 218  1995.07

    J-GLOBAL

  • Study on Estimation of Elasto-Plastic Response under Wind Load. A Case in Consideration of Mean Wind Force. (Part 2).

    丹羽秀聡, 大熊武司, 辻田修, 早部安弘, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1995   219 - 220  1995.07

    J-GLOBAL

  • Development of Base-isolation System Consisting of Sliding and Rubber Bearings. Part 2. Dynamic Analyses Considering Isolated Period and Yield Shear Force.

    勝田庄二, 佐藤啓治, 早部安弘, 中島徹, 富島誠司

    日本建築学会学術講演梗概集B-2 構造2   1995   581 - 582  1995.07

    J-GLOBAL

  • Study on Estimation of Elasto-Plastic Response under Wind Load. A Case in Consideration of Mean Wind Force. (Part 3).

    早部安弘, 大熊武司, 辻田修, 丹羽秀聡, 浅見豊

    日本建築学会学術講演梗概集B-1 構造1   1995   221 - 222  1995.07

    CiNii J-GLOBAL

  • Study on Estimation of Elasto-Plastic Response under Wind Loading : A Case of Zero Mean Value (Part 1)

    TSUJITA Osamu, OHKUMA Takeshi, HAYABE Yasuhiro, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I   1994   205 - 206  1994.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Loading : A Case of Zero Mean Value (Part 2)

    HAYABE Yasuhiro, OHKUMA Takeshi, TSUJITA Osamu, ASAMI Yutaka

    Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I   1994   207 - 208  1994.07

    CiNii

  • Study on Estimation of Elasto-Plastic Response under Wind Loading. A Case of Zero Mean Value. (Part 1).

    辻田修, 大熊武司, 早部安弘, 浅見豊

    日本建築学会学術講演梗概集B 構造1   1994   205 - 206  1994.07

    J-GLOBAL

  • Study on Estimation of Elasto-Plastic Response under Wind Loading. A Case of Zero Mean Value. (Part 2).

    早部安弘, 大熊武司, 辻田修, 浅見豊

    日本建築学会学術講演梗概集B 構造1   1994   207 - 208  1994.07

    CiNii J-GLOBAL

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Sub-affiliation

  • Affiliated organization   Art and Architecture School

  • Faculty of Science and Engineering   Graduate School of Creative Science and Engineering

Research Institute

  • 2022
    -
    2024

    Waseda Research Institute for Science and Engineering   Concurrent Researcher

Internal Special Research Projects

  • 持続可能な弾性体としての超々高層建築物を実現する制振システムに関する研究

    2020  

    　View Summary

    持続可能な都市化の実現を目指す今、過密化した都市からゆとりのある住空間が求められているが、従来型の超高層ビルの設計では、巨大地震動や巨大台風に対して構造体の一部を塑性化させている場合が多い。このような超高層ビルでは、巨大地震後にスクラップ・アンド・ビルトを繰り返すことになり、持続可能な都市の実現とは言えない。近い将来にビル機能を集約し、国際レベルの400m級以上の超々高層ビルの設計・建設を計画するときには完全弾性体として構造体が望まれるべきである。そのためには制振構造による応答制御技術が不可欠となる。本研究では、弾性体としての超々高層ビルに望ましい架構システムの在り方について分析した。

  • 集中制振構造(ソフト・ファースト・ストーリー制振構造)の理論展開と設計方法の確立

    2018  

    　View Summary

    The concentrated damping structure is to control the response of a building by centrally installing a damper on a specific story. With the spread of the idea of damage control design in recent years, it is in the rapid increase of the building which adopted the base isolation structure and the response control structure. In this study, we analyzed the response characteristics of the concentrated damping structure. We tried to replace a tall building into a multi-mass model with bending and shear stiffness, and further integrate it into a two-mass model. The time history analysis using earthquake ground motion was performed on the two models, and the response quantities such as deformation matched, so the effectiveness of the simplified two mass model was clarified. The equivalent energy absorption model in which dampers are arranged in each layer is compared with the amount of attenuation when the amount of response of the concentrated energy absorption type in which the dampers are integrated is the same, the amount of attenuation of concentrated energy intensive type is small. It was clarified that it was possible to show the usefulness of the concentrated damping structure.