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Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani

Precast concrete building had been widely used in Malaysia for the public amenities such as residential housings, shopping complexes, hospitals, and school buildings. Moreover, most of the precast concrete buildings in Malaysia were designed in accordance to British Standard (BS8110) which has no sp...

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Main Author: Abd Ghani, Kay Dora
Format: Book Section
Language:English
Published: Institute of Graduate Studies, UiTM 2015
Subjects:
Malaysia
QE Geology
Online Access:http://ir.uitm.edu.my/id/eprint/19224/1/ABS_KAY%20DORA%20ABD%20GHANI%20TDRA%20VOL%207%20IGS_15%20.pdf
http://ir.uitm.edu.my/id/eprint/19224/
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spelling my.uitm.ir.192242018-06-12T07:07:00Z http://ir.uitm.edu.my/id/eprint/19224/ Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani Abd Ghani, Kay Dora Malaysia QE Geology Precast concrete building had been widely used in Malaysia for the public amenities such as residential housings, shopping complexes, hospitals, and school buildings. Moreover, most of the precast concrete buildings in Malaysia were designed in accordance to British Standard (BS8110) which has no specific detailing design of joint for precast elements under seismic loading. Thus, this study aims to evaluate the behavior of non-seismic designed precast buildings when subjected to long-distant earthquakes from Sumatera and near-field earthquakes. Three sub-assemblages of the specimens consisting of corner, interior and exterior of precast beam-column joints, were designed, constructed and tested under reversible in-plane lateral cyclic loading. These sub-assemblages were representing the main joints in the prototype precast two storey school building. Direct Displacement-Based Design (DDBD) approach was utilized in developing load versus displacement curve (hysteresis loops) for all three sub-assemblages studied. Subsequently, the exterior beam-column joint was retrofitted using Carbon Fiber Reinforced Polymer (CFRP) wrapping and steel plate bonding. Ruaumoko Programming was utilized in modeling the inelastic behavior of the joints and overall structural deformation of the school building. The hysteresis loops of the precast beam-column joints were modeled using Hysteres program. The behavior of prototype school building was analyzed using Ruaumoko 2D and the mode shapes of the structural failure were illustrated by using Dynaplot program. In addition, a seismic assessment under Performance Based Earthquake Engineering (PBEE) was carried out using the fragility curve based on the Design Basis Earthquake (DBE), Maximum Considered Earthquake (MCE) and four past earthquake records… Institute of Graduate Studies, UiTM 2015 Book Section PeerReviewed text en http://ir.uitm.edu.my/id/eprint/19224/1/ABS_KAY%20DORA%20ABD%20GHANI%20TDRA%20VOL%207%20IGS_15%20.pdf Abd Ghani, Kay Dora (2015) Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani. In: The Doctoral Research Abstracts. IPSis Biannual Publication, 7 (7). Institute of Graduate Studies, UiTM.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Malaysia
QE Geology
spellingShingle Malaysia
QE Geology
Abd Ghani, Kay Dora
Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani
description Precast concrete building had been widely used in Malaysia for the public amenities such as residential housings, shopping complexes, hospitals, and school buildings. Moreover, most of the precast concrete buildings in Malaysia were designed in accordance to British Standard (BS8110) which has no specific detailing design of joint for precast elements under seismic loading. Thus, this study aims to evaluate the behavior of non-seismic designed precast buildings when subjected to long-distant earthquakes from Sumatera and near-field earthquakes. Three sub-assemblages of the specimens consisting of corner, interior and exterior of precast beam-column joints, were designed, constructed and tested under reversible in-plane lateral cyclic loading. These sub-assemblages were representing the main joints in the prototype precast two storey school building. Direct Displacement-Based Design (DDBD) approach was utilized in developing load versus displacement curve (hysteresis loops) for all three sub-assemblages studied. Subsequently, the exterior beam-column joint was retrofitted using Carbon Fiber Reinforced Polymer (CFRP) wrapping and steel plate bonding. Ruaumoko Programming was utilized in modeling the inelastic behavior of the joints and overall structural deformation of the school building. The hysteresis loops of the precast beam-column joints were modeled using Hysteres program. The behavior of prototype school building was analyzed using Ruaumoko 2D and the mode shapes of the structural failure were illustrated by using Dynaplot program. In addition, a seismic assessment under Performance Based Earthquake Engineering (PBEE) was carried out using the fragility curve based on the Design Basis Earthquake (DBE), Maximum Considered Earthquake (MCE) and four past earthquake records…
format Book Section
author Abd Ghani, Kay Dora
author_facet Abd Ghani, Kay Dora
author_sort Abd Ghani, Kay Dora
title Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani
title_short Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani
title_full Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani
title_fullStr Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani
title_full_unstemmed Seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / Kay Dora Abd Ghani
title_sort seismic performance of full-scale precast non-seismic beam-column joints with corbels under in-plane lateral cyclic loading / kay dora abd ghani
publisher Institute of Graduate Studies, UiTM
publishDate 2015
url http://ir.uitm.edu.my/id/eprint/19224/1/ABS_KAY%20DORA%20ABD%20GHANI%20TDRA%20VOL%207%20IGS_15%20.pdf
http://ir.uitm.edu.my/id/eprint/19224/
_version_ 1685649184122732544
score 13.211869

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