Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
This paper addresses the seismic behavior of coupling beams with headed reinforcing bars in coupled shear wall system. Test variable included the replacement ratios of headed reinforcing bars. The results show that Specimen HB 50 exhibits a better stable behavior in comparison with Specimens Specimen CON and Specimen HB 30. Test results showed that the amount of diagonal reinforcing bars in the coupling beam may be reduced when headed reinforcing bars are utilized.
Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
This paper addresses the seismic behavior of coupling beams with headed reinforcing bars in coupled shear wall system. Test variable included the replacement ratios of headed reinforcing bars. The results show that Specimen HB 50 exhibits a better stable behavior in comparison with Specimens Specimen CON and Specimen HB 30. Test results showed that the amount of diagonal reinforcing bars in the coupling beam may be reduced when headed reinforcing bars are utilized.
Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
Applied Mechanics and Materials ; 351-352 ; 734-737
08.08.2013
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
British Library Conference Proceedings | 2013
|British Library Conference Proceedings | 2013
|Trans Tech Publications | 2013
|Earthquake-resistant fibre-reinforced concrete coupling beams without diagonal bars
British Library Conference Proceedings | 2016
|