PERILAKU JEMBATAN BENTANG MENERUS AKIBAT BEBAN GEMPA RENCANA SNI-1726-2002 DENGAN PETA GEMPA 2010

., Suyadi (2013) PERILAKU JEMBATAN BENTANG MENERUS AKIBAT BEBAN GEMPA RENCANA SNI-1726-2002 DENGAN PETA GEMPA 2010. Jurnal Teknik Sipil, 12 (2). pp. 75-85. ISSN 1411-660X

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Abstract

Map of the earthquake in 2010 is planned to revise map of earthquake before, in some places have different values design response spectra. Obviously for the building has been completed to designed and has not been implemented in the field to do the analysis of behaviors the building due to earthquake load changes. This analysis aims to know how big the difference in behavior due to continuous span bridge earthquake load plan according to SNI-1726-2002 with the earthquake load plan according earthquake map 2010. Effect of quake included by way of of dynamic analysis using SAP 2000 program assistance in the model response spectra. Earthquake loads applied to the model of continuous span bridge with span number 5 (five) pieces. From the results obtained by the analysis of the difference displacement and ductility due to earthquake load plan according to SNI-1726-2002 with the earthquake load plan according earthquake map 2010. Dispalcement caused by the earthquake load plan according earthquake map 2010 more than 30% compared to the amount of displacement due to earthquake loads SNI plan 1726-2002. This is understandable given the magnitude of the response spectra according map 2010 earthquake larger than the response spectra according SNI-1726-2002.

Item Type: Article
Uncontrolled Keywords: structural behaviors, design spectra, long-span bridges, displacement
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: Editor UAJY
Date Deposited: 10 Mar 2014 07:46
Last Modified: 12 Mar 2014 08:29
URI: http://e-journal.uajy.ac.id/id/eprint/4902

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