The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building

This study aimed to evaluate the performance of structures such as drift ratios and internal forces arising on structural components due to earthquake and tsunami loads. The structures were modeled in three dimensions with varying heights of 3, 5, and 7-story according to the allowable building heig...

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Autores principales:	Sutarja Nyoman, Pringgana Gede, Wikrama Made Ari Santi
Formato:	article
Lenguaje:	EN
Publicado:	Institut za istrazivanja i projektovanja u privredi 2021
Materias:	earthquake loads tsunami loads internal forces drift drift ratio Technology T Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/10677e4c478146c090585a72514f9adc
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spelling	oai:doaj.org-article:10677e4c478146c090585a72514f9adc2021-12-05T21:23:07ZThe effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building1451-41171821-319710.5937/jaes0-25655https://doaj.org/article/10677e4c478146c090585a72514f9adc2021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2021/1451-41172102282S.pdfhttps://doaj.org/toc/1451-4117https://doaj.org/toc/1821-3197This study aimed to evaluate the performance of structures such as drift ratios and internal forces arising on structural components due to earthquake and tsunami loads. The structures were modeled in three dimensions with varying heights of 3, 5, and 7-story according to the allowable building height in Bali, Indonesia. The earthquake load was designed in accordance with Indonesian standard SNI-1726-2012 and Tsunami loading refers to FEMA P646-2012. Three different loads were applied namely earthquake load, combined tsunami load 1 (T1), and combined tsunami load 2 (T2). The results showed that the drift ratios of the 3-story building structure subjected to all loads meets the criteria for a building with risk category IV, should less than 1%. However, for the 5 and 7-story building structures, the drift ratio on the first floor was only due to the earthquake load fulfilled (<1%). The drift ratio of 1.44% and 2.13% respectively were due to the loads T1 and T2 for 5-story and 2.88% and 4.67% for the 7-story building. These results indicated that the 5-story and 7-story building structure is unable to withstand the lateral forces due to the tsunami load neither load T1 nor T2.Sutarja NyomanPringgana GedeWikrama Made Ari SantiInstitut za istrazivanja i projektovanja u privrediarticleearthquake loadstsunami loadsinternal forcesdriftdrift ratioTechnologyTEngineering (General). Civil engineering (General)TA1-2040ENIstrazivanja i projektovanja za privredu, Vol 19, Iss 2, Pp 282-291 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	earthquake loads tsunami loads internal forces drift drift ratio Technology T Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	earthquake loads tsunami loads internal forces drift drift ratio Technology T Engineering (General). Civil engineering (General) TA1-2040 Sutarja Nyoman Pringgana Gede Wikrama Made Ari Santi The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
description	This study aimed to evaluate the performance of structures such as drift ratios and internal forces arising on structural components due to earthquake and tsunami loads. The structures were modeled in three dimensions with varying heights of 3, 5, and 7-story according to the allowable building height in Bali, Indonesia. The earthquake load was designed in accordance with Indonesian standard SNI-1726-2012 and Tsunami loading refers to FEMA P646-2012. Three different loads were applied namely earthquake load, combined tsunami load 1 (T1), and combined tsunami load 2 (T2). The results showed that the drift ratios of the 3-story building structure subjected to all loads meets the criteria for a building with risk category IV, should less than 1%. However, for the 5 and 7-story building structures, the drift ratio on the first floor was only due to the earthquake load fulfilled (<1%). The drift ratio of 1.44% and 2.13% respectively were due to the loads T1 and T2 for 5-story and 2.88% and 4.67% for the 7-story building. These results indicated that the 5-story and 7-story building structure is unable to withstand the lateral forces due to the tsunami load neither load T1 nor T2.
format	article
author	Sutarja Nyoman Pringgana Gede Wikrama Made Ari Santi
author_facet	Sutarja Nyoman Pringgana Gede Wikrama Made Ari Santi
author_sort	Sutarja Nyoman
title	The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
title_short	The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
title_full	The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
title_fullStr	The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
title_full_unstemmed	The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
title_sort	effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building
publisher	Institut za istrazivanja i projektovanja u privredi
publishDate	2021
url	https://doaj.org/article/10677e4c478146c090585a72514f9adc
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The effects of earthquake and tsunami loadings on structural behavior of reinforced concrete building

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