Application of HPFRCC on Coupling Beams with Bundled Diagonal Reinforcement

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초록

The objective of this study was to develop simple reinforcement details for diagonally reinforced coupling beams; reducing transverse steel by use of high-performance fiber-reinforced cementitious composites (HPFRCCs) and bundling diagonal bars are explored. Four coupling beam specimens with length-to-depth aspect ratios of 2.0 or 3.5 were fabricated and tested under cyclic lateral displacements. The test results revealed that HPFRCC coupling beams with bundled diagonal bars and widely spaced transverse reinforcement (one-half the amount of reinforcement required by current seismic codes.) exhibited excellent seismic performance compared with ordinary concrete coupling beams to bundled diagonal bars and code-required transverse reinforcement.

키워드

Aspect ratioBuilding materialsConstructionSeismologySteel fibersCoupling beamHigh performance fiber reinforced cementitious compositesLateral displacementsOrdinary concretesSeismic codeSeismic PerformanceTransverse reinforcementTransverse steelReinforcement
제목
Application of HPFRCC on Coupling Beams with Bundled Diagonal Reinforcement
저자
Han, Sang WhanLee, Chang SeokLee, KihakShin, Myoungsu
DOI
10.1088/1757-899X/371/1/012034
발행일
2018-02
유형
Conference Paper
저널명
IOP Conference Series : Materials Science and Engineering
371
1
페이지
1 ~ 8

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