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Strength, Stiffness and Energy Dissipated Characteristics of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
This paper investigated the strength, peak-to-peak stiffness and energy dissipated capacity of coupling beam with diagonal headed-bars. Test variable included the replacement ratios of diagonal headed-bars. The results show that specimens HB 30, and HB 50 using headed bars for concrete confinement sustained corresponding peak-to-peak stiffness and cumulative dissipated energy in comparison to specimen CON.
Strength, Stiffness and Energy Dissipated Characteristics of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
This paper investigated the strength, peak-to-peak stiffness and energy dissipated capacity of coupling beam with diagonal headed-bars. Test variable included the replacement ratios of diagonal headed-bars. The results show that specimens HB 30, and HB 50 using headed bars for concrete confinement sustained corresponding peak-to-peak stiffness and cumulative dissipated energy in comparison to specimen CON.
Strength, Stiffness and Energy Dissipated Characteristics of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
Applied Mechanics and Materials ; 405-408 ; 981-984
2013-09-03
4 pages
Article (Journal)
Electronic Resource
English
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