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The potential of carbon reduction using hollow bridge pier with Gr. 550 MPa steel in earthquake prone region
(naslov ne postoji na srpskom)
aInstitute Technology of Bandung, Department of Civil Engineering, Bandung, West Java, Indonesia
bPT. Hutama Karya Infrastruktur, Singapore

e-adresaerwinlim@itb.ac.id, izzatul.aini@hkinfrastruktur.com, harisudewo@hutamakarya.com
Projekat:
The authors would like to thank the PT. Hutama Karya Infrastruktur has provided research funding support related to this topic through research collaboration carried out with the Faculty of Civil and Environmental Engineering, Bandung Institute of Technology (FCEE-ITB)

Ključne reči: carbon emission; ductility; hollow pier; high strength steel; strength
Sažetak
(ne postoji na srpskom)
The construction industry in Indonesia is experiencing rapid development, encouraging the emergence of innovations in construction design. One such innovation is the utilization of hollow concrete pier and high strength reinforcement bar (Gr. 80 or yield strength of 550 MPa). The use of a hollow concrete pier and high strength reinforcement bar will reduce the cement and steel consumption leading to reduced emission of CO2. In addition, these hollow piers aim to reduce the dead weight of a structure, mitigating the inertia experienced during earthquakes. As a result, this reduces foundation dimensions, leading to significant cost savings in construction. This paper shows that the seismic behavior of a hollow pier is comparable to that of a solid pier in terms of strength, energy dissipation and ductility. Hence, it has the potential to be widely used in industry.

O članku

jezik rada: engleski
vrsta rada: pregledni članak
DOI: 10.5937/greenb24051L
objavljen na Portalu: 30.05.2024.
Creative Commons License 4.0

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