Updated on 2026/04/13

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

  • FORMULA TO EVALUATE THE COMPRESSIVE BUCKLING STRENGTH FOR SHELLS WITH MULTIPLE CURVATURES

    森唯人, 早部安弘

    日本建築学会構造系論文集(Web)   88 ( 807 )  2023

    J-GLOBAL

  • 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.

  • 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

  • A study on wind-induced response for inelastic structure

    O Tsujita, Y Hayabe, T Ohkuma

    STRUCTURAL SAFETY AND RELIABILITY, VOLS. 1-3     1359 - 1366  1998

  • 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

  • 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

    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

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Books and Other Publications

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Presentations

  • A Search for Optimal Solutions in terms of Economical and Environmental Costs, focusing on the Relationship between the Stiffness and Damping Performance of Steel Vibration-damping Structures

    的場未来, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • The Analytical Study on Half SC Wall Structure with CT Section Steel Inserted

    田原佑紀, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • A Study on Pull-In Demolition of Guyed Masts: Part1: Model Classification and Proposal of Stress Estimation Method Considering Self-Weight

    振木歩, 内野里海, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • Shear buckling behavior of partial cylindrical shells with free edges

    柏田波希, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structural System: Part 7

    飯田敏仁, 早部安弘, 田尻萌々子, 中西力, 中山勝仁, 加藤詞史, 蒲池健

    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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • A Study on Pull-In Demolition of Guyed Masts: Part2: Proposal of a Moment Estimation Method by Replacing Cable Elements with Springs

    内野里海, 振木歩, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • A Study on Shear Strength of Perforated Partial Curved Plate

    平野颯人, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structural System: Part 6

    田尻萌々子, 早部安弘, 飯田敏仁, 中西力, 中山勝仁, 加藤詞史, 蒲池健

    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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • Evaluation of Buckling Strength of Corrugated Plates Using Isotropic and Orthotropic Plate Theory

    池田莉華, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • Stiffness and Strength of Required Lateral Support for PlateSection Compression Member with Eccentric Bracing

    大倉匠生, 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) 

    Presentation date： 2025

    Event date：
    2025
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structural System

    飯田敏仁, 早部安弘, 佐藤孝俊, 中西力, 中山勝仁, 加藤詞史, 蒲池健

    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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • A Study on Vibration Control based on Phase Contrast of Each Degree of Freedom for Multilayer Eccentricity Structure

    大久保貴司, 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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • The Analytical Study on Half SC Wall Structure with CT Section Steel Inserted

    田原佑紀, 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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • Study on Column Deflection for Collapse Behavior

    芦田結理, 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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • The Robust Optimal Design of the Damping Structure Considering the Changes in Natural Periods

    内野里海, 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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structure System (Rocking Response)

    佐藤孝俊, 早部安弘, 飯田敏仁, 中西力, 中山勝仁, 加藤詞史, 蒲池健

    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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • Adaptability of Bearing Wall Filled with Sliced Circular Tubes to Architecture

    眞木菜々子, 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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • Estimation Method of Structural Behavior of Super Shallow Circular Arches for Using as Beams of Rigid-Frame Structure

    端山武志, 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) 

    Presentation date： 2024

    Event date：
    2024
    　
    　

  • A Study on High-Mode-Behavior of Post-Buckling of Core Members Between Continuous Stiffeners

    柿田哲志, 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) 

    Presentation date： 2023

    Event date：
    2023
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structural System (Part 1)

    加藤詞史, 蒲池健, 中西力, 千坂真吾, 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) 

    Presentation date： 2023

    Event date：
    2023
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structural System

    中山勝仁, 中西力, 千坂真吾, 佐藤孝俊, 飯田敏仁, 早部安弘, 加藤詞史, 蒲池健

    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) 

    Presentation date： 2023

    Event date：
    2023
    　
    　

  • Optimization of Urban Vertical Timber Hybrid Structural System

    飯田敏仁, 早部安弘, 佐藤孝俊, 千坂真吾, 中西力, 中山勝仁, 加藤詞史, 蒲池健

    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) 

    Presentation date： 2023

    Event date：
    2023
    　
    　

  • Estimating the Buckling Property of Corrugated Curved Shear Diaphragm under a Pure Shear Load with the Use of Equivalent Orthotropic Theory

    松本隼, 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) 

    Presentation date： 2022

    Event date：
    2022
    　
    　

  • A Proposal for Reduction Method for Bending-shear Models of Response Control Structure Buildings

    小室智優, 小室智優, 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) 

    Presentation date： 2022

    Event date：
    2022
    　
    　

  • Adaptability to Architecture of Ring Structure

    眞木菜々子, 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) 

    Presentation date： 2022

    Event date：
    2022
    　
    　

  • 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) 

    Presentation date： 2021

    Event date：
    2021
    　
    　

  • 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) 

    Presentation date： 2021

    Event date：
    2021
    　
    　

  • 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) 

    Presentation date： 2020

    Event date：
    2020
    　
    　

  • 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) 

    Presentation date： 2020

    Event date：
    2020
    　
    　

  • 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) 

    Presentation date： 2020

    Event date：
    2020
    　
    　

  • 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) 

    Presentation date： 2019

    Event date：
    2019
    　
    　

  • 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) 

    Presentation date： 2019

    Event date：
    2019
    　
    　

  • 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) 

    Presentation date： 2017.07

    Event date：
    2017.07
    　
    　

  • 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) 

    Presentation date： 2017.07

    Event date：
    2017.07
    　
    　

  • 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) 

    Presentation date： 2017.07

    Event date：
    2017.07
    　
    　

  • 23304 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, 脇田 拓弥, 早部 安弘, 杉山 智昭

    構造IV  日本建築学会

    Presentation date： 2017.07

    Event date：
    2017.07
    　
    　

  • 23305 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, 一色 裕二, 早部 安弘, 杉山 智昭

    構造IV  日本建築学会

    Presentation date： 2017.07

    Event date：
    2017.07
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2015.09

    Event date：
    2015.09
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2014.09

    Event date：
    2014.09
    　
    　

  • 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) 

    Presentation date： 2014.07

    Event date：
    2014.07
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2013.08

    Event date：
    2013.08
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2013.08

    Event date：
    2013.08
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2012.09

    Event date：
    2012.09
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2012.09

    Event date：
    2012.09
    　
    　

  • 14035 Nankodo 2nd Building

    HANAMURA Akihide, TAKAHASHI Akio, HAYABE Yasuhiro, WATANABE Masaaki

    建築デザイン発表梗概集  Architectural Institute of Japan

    Presentation date： 2011.07

    Event date：
    2011.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2011.07

    Event date：
    2011.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2011.07

    Event date：
    2011.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2011.07

    Event date：
    2011.07
    　
    　

  • 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  Architectural Institute of Japan

    Presentation date： 2009.07

    Event date：
    2009.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2005.07

    Event date：
    2005.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2005.07

    Event date：
    2005.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2005.07

    Event date：
    2005.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2005.07

    Event date：
    2005.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2005.07

    Event date：
    2005.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2004.07

    Event date：
    2004.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2004.07

    Event date：
    2004.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2003.07

    Event date：
    2003.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2000.07

    Event date：
    2000.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 2000.07

    Event date：
    2000.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1999

    Event date：
    1999
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1998.07

    Event date：
    1998.07
    　
    　

  • 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 

    Presentation date： 1998.07

    Event date：
    1998.07
    　
    　

  • 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 

    Presentation date： 1998.07

    Event date：
    1998.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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 

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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 

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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 

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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 

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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 

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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 

    Presentation date： 1997.07

    Event date：
    1997.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1996.07

    Event date：
    1996.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1996.07

    Event date：
    1996.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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 

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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 

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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 

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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 

    Presentation date： 1995.07

    Event date：
    1995.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1994.07

    Event date：
    1994.07
    　
    　

  • 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  一般社団法人日本建築学会

    Presentation date： 1994.07

    Event date：
    1994.07
    　
    　

  • 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 

    Presentation date： 1994.07

    Event date：
    1994.07
    　
    　

  • 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 

    Presentation date： 1994.07

    Event date：
    1994.07
    　
    　

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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

  • 2024
    -
    2026

    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.