AWANO Masayuki

Researcher Information

J-Global ID

• 201401051032578103

Research Interests

• プレストレストコンクリート   構造設計   構造計画   

Research Areas

• Social infrastructure (civil Engineering, architecture, disaster prevention) / Building structures and materials

Academic & Professional Experience

• 2013/04 - Today  Kindai UniversityFaculty of Architecture, Department of Architecture教授

Association Memberships

• 日本建築構造技術者協会   JAPAN CONCRETE INSTITUTE   日本プレストレストコンクリート工学会   ARCHITECTURAL INSTITUTE OF JAPAN   

Published Papers

• プレストレストコンクリート梁の荷重-変形関係推定用マクロモデルに関する研究

  阿波野昌幸

  大阪大学 2003/01 [Refereed]
  
• 異形ＰＣ鋼棒圧着型片持ち梁の荷重－変形関係推定のためのマクロモデル

  阿波野昌幸; 中塚佶

  日本建築学会構造系論文報告集 (第562号) 123 - 128 2002/12 [Refereed]
  
• ESTIMATION OF LOAD-DEFORMATION CHARACTERISTICS USING PROPOSAL MACRO-MODEL FOR CANTILEVER PRECAST PC BEAMS ASSEMBLED BY ROUND PC TENDON

  NAKATSUKA Tadashi; AWANO Masayuki

  Journal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan 67 (第555) 141 - 148 1340-4202 2002/05 [Refereed]
   

  The authors propose a method by which to infer the load-deformation characteristics in the ultimate region of PC beams assembled by compressing to columns with round PC tendons. The conclusions are as described below. 1) Under the assumed appropriate deformation conditions, draw out of the PC tendons is computed on the basis of the bond characteristics of PC tendons, and a macro model which enables rotational deformations to be obtained is proposed. 2) the analysis results thus obtained about load-deformation characteristics of beams are in good agreement with the experimental results, and 3) in the aforesaid load-deformation characteristics, strains at extreme fibers of concrete and depth of neutral axis can be estimated with sufficient accuracy.
• Experimental Study on Load Bearing and Deformation Mechanism and Structural Performance of Cnatilever Type Prestressed Concrete Beams with Different Connecting System (compressed or unit type) and PC Tendon Type (round or deformed)

  Nakatsuka Tadashi; Awano Masayuki

  Concrete Research and Technology Japan Concrete Institute Vol.11 (No.3) 97 - 110 1340-4733 2000/09 [Refereed]
   

  This study aims to obtain useful basic data for design performance of prestressed concrete (PC) structures and creating macro-models of prestressed concrete beams. It deals with the investigation of effects which various factors such as connection type (compressed type, unit type), PC tendon type (round or deformed), lateral reinforcing steel quantity, etc. would have on various characteristics such as rotational angle distribution of plastic hinging region, PC tendon strain distribution, lateral reinforcing steel strain distribution, crack pattern, plastic hinge length, etc. It further reports on load baring and deformation mechanism for PC beams with different connecting system and PC tendon type.

MISC

• 23492 Analytical Study through Macro Model on Strain Compatibility Factor and Equivalent Length of Plastic Hinge Zone of PC Beam Assembled by Prestressing

  ASAKAWA hirokazu; KANGAWA katsuhiko; NAKATSUKA tadashi; AWANO masayuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  983  -984  2002
• 23008 Compressive strength and deformation characteristics of square confined concrete prisms with different ratios of height to side length

  NAKAGAWA Akinori; NAKATSUKA Tadashi; AWANO Masayuki; SUGATA Masahiro  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2-  15  -16  2002
• 23468 Estimation of Structural Member Performance of PC Beam Assembled by Prestressing to Column by Using Macro Model : Part 2: Application to Deformed PC Tendon Used Pressure-Connection Type Beam

  NAKAGAWA Akinori; NAKATSUKA Tadashi; AWANO Masayuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2-  935  -936  2001
• 23467 Estimation of Structural Member Performance of PC Beam Assembled by Prestressing to Column by Using Macro Model : Part 1: Establishment of Model and Its Application to Round PC Tendon Used Pressure-Connection Type Beam

  AWANO Masayuki; NAKATSUKA Tadashi; NAKAGAWA Akinori  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  2-  933  -934  2001
• Estimation of Load-Deformation Characteristics from Propsaol Macro : Model for Cantilever Precast PC Beams Assembled by Prestressing to Columns with Deformed PC Tendon

  AWANO Masayuki; NKATSUKA Tadashi  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  957  -958  2000
• Estimation of Load-Deformation Characteristics from Proposal Macro-Model for Cantilever Precast PC Beams Assembled by Prestressing to Columns with Round PC Tendon

  AWANO Masayuki; NAKATSUKA Tadashi; ISHII Takayuki; KAMIHIGASHI Hirohide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1999-  1047  -1048  1999/07
• Estimation of load-deformation relations of PC beams using equivalent lengths of plastic hinge zones and analysis for flexural sections : Part 1 : Basic data for analysis

  ISHII Takayuki; NAKATSUKA Tadashi; AWANO Masayuki; KAMIHIGASHI Hirohide  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1999-  1043  -1044  1999/07
• Estimation of load-deformation relations of PC beams using equivalent lengths of plastic hinge zones and analysis for flexural sections : Part 2 : Comparison of load-deformation relations between experimantal results and analitical ones, and some discussions

  KAMIHIGASHI Hirohide; NAKATSUKA Tadashi; AWANO Masayuki; ISHII Takayuki; KISHIMOTO Ichizou  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1999-  1045  -1046  1999/07
• 2108 Inference of Load-Deformation Characteristics from Proposal Macro-Model for Cantilever Precast PC Beams Assembled by Prestressing to Columns with Round PC Tendon

  AWANO Masayuki; NAKATSUKA Tadashi; KAMIHIGASHI Hirohide; ISHII Takayuki  日本建築学会近畿支部研究報告集. 構造系  (39)  457  -460  1999/05
• 2107 Estimation of load-deformation relations of PC beams using equivalent lengths of plastic hinge zones and analysis for flexural sections

  ISHII Takayuki; NAKATSUKA Tadashi; AWANO Masayuki; KAMIHIGASHI Hirohide; KISHIMOTO Ichizou  日本建築学会近畿支部研究報告集. 構造系  (39)  453  -456  1999/05
• Study on Load Bearing and Deformation Mechanism of Cantilever-type PC Beams : Part1 : Experiment Outline and Load-Deformation Characteristics

  AWANO Masayuki; NAKATSUKA Tadashi; UEDA Shinya; ISHII Takayuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1998-  989  -990  1998/07
• Study on Load Bearing and Deformation Mechanism of Cantilever-type PC Beams : Part4 : Length of Plastic Hinge Domains, Shear of Lateral Reinforcing Bar of ones and Decrease of Prestressing Forces

  ISHII Takayuki; AWANO Masayuki; NAKATSUKA Tadashi; UEDA Shinya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1998-  995  -996  1998/07
• Study on Load Bearing and Deformation Mechanism of Cantilever-type PC Beams : Part2 : Equivalent Viscous Damping, Residual Defomation and Ultimate Deformation Capacity

  UEDA Shinya; AWANO Masayuki; NAKATSUKA Tadashi; ISHII Takayuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1998-  991  -992  1998/07
• Study on Load Bearing and Deformation Mechanism of Cantilever-type PC Beams : Part3 : Distribution of Rotaitional Distortion, Distribution of Strains of Each Reinforcing Bar and Cracking Characteristics of Plastic Hinge Domains

  TSUKURA Yasuhiro; AWANO Masayuki; NAKATSUKA Tadashi; UEDA Shinya  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1998-  993  -994  1998/07
• 2013 Study on Load Bearing and Deformation Mechanism of Cantilever-type PC Beams : Part 1: Load-Deformation Characteristics and Ultimate Deformation Capacity

  AWANO Masayuki; NAKATSUKA Tadashi; UEDA Shinya; ISHII Takayuki  日本建築学会近畿支部研究報告集. 構造系  (38)  61  -64  1998/05
• 2014 Study on Load Bearing and Deformation Mechanism of Cantilever-type PC Beams : Part 2: Distribution of Rotaitional Distortion, Distribution of Strains of Each Reinforcing Bar and Cracking Characteristics of Plastic Hinge Domains

  ISHII Takayuki; AWANO Masayuki; NAKATSUKA Tadashi; UEDA Shinya  日本建築学会近畿支部研究報告集. 構造系  (38)  65  -68  1998/05
• 片持型PC梁の耐荷 変形機構に関する研究(その1,その2)

  阿波野昌幸  日本建築学会大会学術講演梗概集  C  -2,構造IV  1998
• 圧着型および一体型片持PC梁の塑性ヒンジ機構に関する実験研究(その3:正負繰り返し載荷における荷重-変形特性および終局変形能力)(その4:正負繰り返し載荷における塑性ヒンジ領域における回転変形分布, 各補強筋のひずみ分布およびひび割れ性状について)

  阿波野昌幸  第8回プレストレストコンクリートの発展に関するシンポジウム論文集  135  -146  1998
• Load-Deformation Characteristics of Pestressed Concrete Beams Connecte to Column Stubs with Compression Joint and of Ordinary Ones having Column Stubs : Part2 : Cracking Behaviors, and Strain distribution and Curvature of Prestressing Steel Bars

  ISHII Takayuki; NAKATSUKA Tadashi; AWANO Masayuki  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1997-  875  -876  1997/07
• 圧着型および一体型方持PC梁の荷重-変性特性(その1,その2)

  阿波野昌幸  日本建築学会大会学術講演梗概集  C  -2,構造IV  1997
• 圧着型および一体型片持PC梁の塑性ヒンジ機構に関する実験研究(その1:荷重-変形特性およびひび割れ性状)(その2:塑性ヒンジ領域における各補強筋の諸性状について)

  阿波野昌幸  第7回プレストレストコンクリートの発展に関するシンポジウム論文集  129  -140  1997
• Measurement Management During Donstruction of Prestressed Concrete shell Dome with Large Span and Load.

  AWANO Masayuki; HARA Katsumi; TABUCHI Hiroaki; HAMADA Kazutoyo  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures  1996-  949  -950  1996/07
• 直径110mを有するプレストレストコンクリート シェルドームのPC定着部に関する実験〜実大モデルによる実験〜

  阿波野昌幸  日本建築学会大会梗概集C-2  1001  -1002  1995
• 公園地下に建設される大スパン・プレストレストコンクリ-ト球形シェルの構造設計(構造の頁-230-)

  阿波野 昌幸  建築と社会  75-  (8)  p87  1994/08
• Ultimate Limit Index Points of Concrete Flexural Members : Part 2 Equations to calculate the ultimate limit index points

  Suzuki Kazuo; Nakatsuka Tadashi; Awano Masayuki  Journal of structural and construction engineering  (403)  p67  -77  1989/09
• ULTIMATE LIMIT INDEX POINTS OF CONCRETE FLEXURAL MEMBERS : (Part 1) Mechanism of existence for ultimate limit index points proposed

  SUZUKI KAZUO; NAKATSUKA TADASHI; AWANO MASAYUKI  Journal of structural and construction engineering  (383)  p49  -57  1988/01
• Effect of Strain-hardening Property of Reinforcement and Tendon on Characteristics of Ultimate Limit Index Point of PRC Flexural Sections.

  AWANO Masayuki  学術講演梗概集. 構造系  58-  2553  -2554  1983/09
• プレストレスト鉄筋コンクリート(PRC)梁断面の終局限界点とその特性

  鈴木 計夫; 中塚 佶; 阿波野 昌幸  学術講演梗概集. 構造系  57-  2207  -2208  1982/08

Awards & Honors

• 2017 日本建築防災協会 国土交通大臣賞・耐震改修優秀建築賞
   米子市公会堂の耐震補強・大規模改修 

  受賞者: 阿波野昌幸;日建設計
• 2014 日本免震構造協会賞 作品賞
   「中之島フェスティバルタワー」（超高層・中間層免震構造） 

  受賞者: 阿波野昌幸;日建設計
• 2007 日本プレストレストコンクリート技術協会（現・PC工学会） 作品賞
   淀屋橋山本ビル 

  受賞者: 阿波野昌幸
• 1998 Fédélation Internationale de la Précontrainte Award
   大阪市中央体育館 

  受賞者: Masayuki Awano;Kunio Ukai;Katsumi Hara

Research Grants & Projects

• Countermeasures against Long-Period Earthquake Ground Motion on Existing RC High-Rise Residences (=/< 60m) -Considering Lessons Learned from Recent Earthquake Disasters

  Japan Society for the Promotion of Science：Grants-in-Aid for Scientific Research

  Date (from‐to) : 2020/04 -2024/03 

  Author : 眞田 靖士; 阿波野 昌幸; 桃井 良尚; 権 淳日; 中野 尊治; 尹 ロク現

   

  本研究の目的は大都市圏の高層建築の巨大地震に対する災害耐性について，近年のRC高層住宅の被害実態（とくに方立壁の損傷）を考慮して見直し，短期的に実現可能な対策を緊急に提言することであり，下記の3つの小目的を設定する． 【小目的①】既存RC高層建築の長周期地震動対策で示された地震動に対する耐震安全性を，近年のRC高層住宅の被害実態を考慮し，高精度かつ定量的に明らかにする． 【小目的②】既存RC高層建築の長周期地震動対策で示された地震動に対する耐震安全性を保証するために必要な水平耐力を解明する．また，導かれた必要耐力を合理的に付与する方立壁を活かす強度型補強を提案し開発する． 【小目的③】本研究ではRC高層建築の下層を模擬する方立壁付き柱梁架構の実験を実施し，応募者が先行研究で開発した力の計測法を駆使して，方立壁と周辺柱梁架構の相互作用に関する実験データを得る．また，同研究で開発した方立壁の解析モデルを追検証し，小目的①，②のための解析の信頼性を保証する．
  【令和3年度】本研究の小目的③を達成するため，令和2年度に設定した既存RC高層住宅（非構造部材に耐震スリットなどの特別な配慮がないもの）の下層部を模擬する方立壁付き柱梁架構の構造実験を実施した．本実験では応募者が先行研究で開発した力の計測法を応用し，方立壁が負担するせん断力と軸力を計測することで，方立壁と周辺柱梁架構の相互作用を模擬できる方立壁の解析モデルを検証するための基礎的実験データを取得した．また，小目的①の達成の準備として，軟弱地盤上の杭基礎を有する建物を対象に，地盤－基礎－建物連成系の解析モデルの合理化法を検討するための架構をモデル化し，その地震応答を地震応答解析や等価線形解析を通して評価，分析した．一方，小目的②の達成の準備として，方立壁を活かす強度型補強方法についてFEM解析により検討し，複数の方法に実現可能性を見出した．

Other link

researchmap

https://researchmap.jp/awano-masayuki