Rchr
J-GLOBAL ID:201401051032578103   Update date: Jan. 30, 2024

Awano Masayuki

アワノ マサユキ | Awano Masayuki
Affiliation and department:
Research field  (1): Building structures and materials
Research keywords  (3): プレストレストコンクリート ,  構造設計 ,  構造計画
Research theme for competitive and other funds  (1):
  • 2020 - 2024 Countermeasures against Long-Period Earthquake Ground Motion on Existing RC High-Rise Residences (=/< 60m) -Considering Lessons Learned from Recent Earthquake Disasters
Papers (4):
MISC (28):
  • ASAKAWA hirokazu, KANGAWA katsuhiko, NAKATSUKA tadashi, AWANO masayuki. 23492 Analytical Study through Macro Model on Strain Compatibility Factor and Equivalent Length of Plastic Hinge Zone of PC Beam Assembled by Prestressing. Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures. 2002. 983-984
  • NAKAGAWA Akinori, NAKATSUKA Tadashi, AWANO Masayuki, SUGATA Masahiro. 23008 Compressive strength and deformation characteristics of square confined concrete prisms with different ratios of height to side length. Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures. 2002. 2. 15-16
  • NAKAGAWA Akinori, NAKATSUKA Tadashi, AWANO Masayuki. 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. Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures. 2001. 2. 935-936
  • AWANO Masayuki, NAKATSUKA Tadashi, NAKAGAWA Akinori. 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. Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures. 2001. 2. 933-934
  • AWANO Masayuki, NKATSUKA Tadashi. Estimation of Load-Deformation Characteristics from Propsaol Macro : Model for Cantilever Precast PC Beams Assembled by Prestressing to Columns with Deformed PC Tendon. Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures. 2000. 957-958
more...
Professional career (1):
  • 博士(工学) (大阪大学)
Work history (1):
  • 2013/04 - 現在 Kindai University Faculty of Architecture, Department of Architecture
Awards (4):
  • 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
  • 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)
  • 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
  • 1998 - Fédélation Internationale de la Précontrainte Award
Association Membership(s) (4):
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
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