EFFECTIVENESS OF SEISMIC DISPLACEMENT RESPONSE CONTROL FOR NONLINEAR ISOLATED BRIDGE

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概要

• 論文の詳細を見る
• 2006-04-20

著者

• Kawashima Kazuhiko

  Department Of Civil Engineering At Tokyo Institute Of Technology

• Lee Tzu-ying

  Department Of Civil Engineering Tokyo Institute Of Technology

• KAWASHIMA Kazuhiko

  Department of Civil Engineering, Tokyo Institute of Technology

関連論文

• Suppression of VEGFR-3 signaling inhibits lymph node metastasis in gastric cancer
• IMPACT OF HANSHIN/AWAJI EARTHQUAKE ON SEISMIC DESIGN AND SEISMIC STRENGTHENING OF HIGHWAY BRIDGES
• A STRESS-STRAIN MODEL FOR REINFORCED CONCRETE COLUMNS CONFINED BY LATERAL REINFORCEMENT
• EFFECTIVENESS OF SEISMIC DISPLACEMENT RESPONSE CONTROL FOR NONLINEAR ISOLATED BRIDGE
• SEISMIC PERFORMANCE OF A FLEXURAL FAILURE TYPE REINFORCED CONCRETE BRIDGE COLUMN BASED ON E-DEFENSE EXCITATION

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