Seismic Performance and Assessment of Precast Beam-Column Corner Joint Subject to Reversible Lateral Cyclic Loading

Mohd Azuan Tukiar; Abd Ghani Kay Dora; Nor Hayati Hamid

doi:10.4028/www.scientific.net/AMM.661.128

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 661Seismic Performance and Assessment of Precast...

Seismic Performance and Assessment of Precast Beam-Column Corner Joint Subject to Reversible Lateral Cyclic Loading

Abstract:

A seismic performance of full-scale precast reinforced concrete beam-column corner joint with corbel was examined in the laboratory. The precast beam-column joint designed using BS8110:1:1997 was tested under lateral cyclic loading up to +1.5% drift. Displacement ductility of precast beam-column joint with corbel was determined. The visual observation showed that the damage occurred at the corbel of beam-column joint. Major cracks were also observed at the cast-in-place area above the joint area. In this paper, the damage state of the specimen is categorized in accordance to HAZUS®99 and the vulnerability of the specimen was assessed using fragility curve.

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Periodical:

Applied Mechanics and Materials (Volume 661)

Pages:

128-133

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.661.128

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Online since:

October 2014

Authors:

Mohd Azuan Tukiar*, Abd Ghani Kay Dora, Nor Hayati Hamid

Keywords:

Cyclic Loading, Displacement Ductility, Fragility Curve, Precast Beam-Column Joint, Stiffness Degradation, Strength

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* - Corresponding Author

References

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