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J-GLOBAL ID:200901098063846110   Update date: Apr. 21, 2020

Ebisawa Takemasa

エビサワ タケマサ | Ebisawa Takemasa
Affiliation and department:
Job title: Assistant Professor
Homepage URL  (1): http://kozo4.ace.nitech.ac.jp/gotolab/
Research field  (1): Structural and seismic engineering
Research keywords  (1): -Structural Engineering
Research theme for competitive and other funds  (1):
  • 2000 - 現在 Numerical Analysis and Experiment of Steel Structure
Papers (15):
  • FINITE ELEMENT ANALYSIS FOR ULTIMATE CYCLIC BEHAVIOUR OF CONCRETE-FILLED TUBULAR STEEL PIERS WITH GRADE SM570 HIGH STRENGTH STEEL. Journal of JSCE. 2019. 75. 2. 175-193
  • Yoshiaki Goto, Takemasa Ebisawa, Makoto Obata, Jianzhong Li, Yan Xu. Ultimate Behavior of Steel and CFT Piers in Two-Span Continuous Elevated-Girder Bridge Models Tested by Shake-Table Excitations. J. Bridge Eng,ASCE. 2017. 22. 5. 04017001-1-04017001-14
  • The validity of strain check method in the seismic design of thin-walled steel piers. Journal of Structural Engineering. 2017. 63A. 301-314
  • Yoshiaki Goto, Takemasa Ebisawa, Xilin Lu, Wensheng Lu. Ultimate State of Thin-Walled Circular Steel Columns Subjected to Biaxial Horizontal Forces and Biaxial Bending Moments Caused by Bidirectional Seismic Accelerations. Journal of Structural Engineering. 2014
  • Yoshiaki Goto, Takemasa Ebisawa, Xilin Lu. Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads. JOURNAL OF STRUCTURAL ENGINEERING. 2014. 140. 5. 1-14
more...
Lectures and oral presentations  (2):
  • A 3-dementional segment model applicable to the analysis of dynamic behaviors of continuous bridge system with CFT piers
    (The Second International Bridge Seismic Workshop 2017)
  • FE analysis of collapsing behavior of thin-walled steel piers in a 2-span elevated-girder bridge model subject to shake table accelerations
    (Seventh Kwang-Hua Forum 2016)
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