Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading

Beam-column joints (BCJ) play an integral role in the reinforced concrete (RC) frame structure. However, due to high seismic design requirements, there is high complexity in reinforcement detailing which results in congested reinforcement and difficulty in the prefabrication and construction process...

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Main Author: Ho, Brandon Lye Kiat
Other Authors: Tan Kang Hai
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2023
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Online Access:https://hdl.handle.net/10356/164010
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1640102023-01-03T08:07:27Z Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading Ho, Brandon Lye Kiat Tan Kang Hai School of Civil and Environmental Engineering CKHTAN@ntu.edu.sg Engineering::Civil engineering::Structures and design Beam-column joints (BCJ) play an integral role in the reinforced concrete (RC) frame structure. However, due to high seismic design requirements, there is high complexity in reinforcement detailing which results in congested reinforcement and difficulty in the prefabrication and construction process in regions with high earthquake intensity. This report is an experimental study on external precast (PC) reinforced concrete (RC) beam to concrete-encased concrete-filled steel tube (CECFST) column joints to evaluate their structural performance under seismic loading. In this study, we evaluate the influence of cast-in-situ concrete strength and axial loading on the structural joint performance. An experimental programme was conducted on four precast RC beam-to-CECFST column connections under lateral cyclic loading. The specimens were fabricated such that there were two groups of external joints with wet connections of different cast-in-situ concrete strength. Axial loading was then applied on one of the two specimens in each group during the cyclic tests. The test results including shear-force horizontal displacement hysteretic curves and envelop curves were presented. The displacement ductility coefficients, cumulative dissipated energy, equivalent damping coefficient, strength reduction and stiffness reduction were then calculated and analysed. In general, higher concrete strength and the presence of axial load improved the seismic performance of the specimens. Bachelor of Engineering (Civil) 2023-01-03T08:07:27Z 2023-01-03T08:07:27Z 2022 Final Year Project (FYP) Ho, B. L. K. (2022). Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/164010 https://hdl.handle.net/10356/164010 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering::Structures and design
spellingShingle Engineering::Civil engineering::Structures and design
Ho, Brandon Lye Kiat
Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading
description Beam-column joints (BCJ) play an integral role in the reinforced concrete (RC) frame structure. However, due to high seismic design requirements, there is high complexity in reinforcement detailing which results in congested reinforcement and difficulty in the prefabrication and construction process in regions with high earthquake intensity. This report is an experimental study on external precast (PC) reinforced concrete (RC) beam to concrete-encased concrete-filled steel tube (CECFST) column joints to evaluate their structural performance under seismic loading. In this study, we evaluate the influence of cast-in-situ concrete strength and axial loading on the structural joint performance. An experimental programme was conducted on four precast RC beam-to-CECFST column connections under lateral cyclic loading. The specimens were fabricated such that there were two groups of external joints with wet connections of different cast-in-situ concrete strength. Axial loading was then applied on one of the two specimens in each group during the cyclic tests. The test results including shear-force horizontal displacement hysteretic curves and envelop curves were presented. The displacement ductility coefficients, cumulative dissipated energy, equivalent damping coefficient, strength reduction and stiffness reduction were then calculated and analysed. In general, higher concrete strength and the presence of axial load improved the seismic performance of the specimens.
author2 Tan Kang Hai
author_facet Tan Kang Hai
Ho, Brandon Lye Kiat
format Final Year Project
author Ho, Brandon Lye Kiat
author_sort Ho, Brandon Lye Kiat
title Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading
title_short Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading
title_full Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading
title_fullStr Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading
title_full_unstemmed Experimental study on exterior precast RC beam to CECFST column joint under lateral cyclic loading
title_sort experimental study on exterior precast rc beam to cecfst column joint under lateral cyclic loading
publisher Nanyang Technological University
publishDate 2023
url https://hdl.handle.net/10356/164010
_version_ 1754611295965937664