Seismic Performance and Assessment of Precast Beam-Column Corner Joint Subject to Reversible Lateral Cyclic Loading-Reference-Cited by-同舟云学术

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

Published:2014-10 Issue: Volume:661 Page:128-133
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Tukiar Mohd Azuan¹,Kay Dora Abd Ghani¹,Hamid Nor Hayati¹

Affiliation:

1. Universiti Teknologi MARA

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.661.128.pdf

Reference9 articles.

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