Static Loading Performance of Tubular Joint in Multi-Column Composite Bridge Piers

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概要

• 論文の詳細を見る

• In this study, the bridge pier composed of multi-columns is proposed by using concrete-filled tubes. This structure is expected to be a new structural system to improve the energy absorption capacity under the earthquake. In order to obtain some useful in

• 九州大学の論文

著者

• Ohta Toshiaki

  Dept.of Civil And Structural Eng. Faculty Of Eng. Kyushu Univ.

• Ohta Toshiaki

  Dept.of Civil And Structural Eng Faculty Of Eng. Kyushu Univ.

• Hino Shinichi

  Dept.of Civil And Structural Eng. Faculty Of Eng. Kyushu Univ.

• LEE JungHowan

  Dept.of Urban and Environmental Eng.,Graduate School of Eng.,Kyushu Univ.

• Lee Junghowan

  Dept.of Urban And Environmental Eng. Graduate School Of Eng. Kyushu Univ.

関連論文

• Technique for Fabrication by Resistance Heating and Tensile Properties of CFRP Cables
• Joint Stiffness and Design Bending Moment of Composite Deck Slabs in Highway Bridges
• Dynamic Tensile Properties of CFRP Cables subjected to High-speed Loads
• Static Loading Performance of Tubular Joint in Multi-Column Composite Bridge Piers
• Analytical Study on Elasto-Plastic Flexural Behavior of Concrete-Filled Circular Steel Tubular Columns

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