(Created page with " == Abstract == This study aims to clarify the damage mechanism of a long-period bridge system-the Ohkirihata Bridge damaged in the 2016 Kumamoto earthquake-subjected to the...") |
|||
| (One intermediate revision by the same user not shown) | |||
| Line 7: | Line 7: | ||
<pdf>Media:Draft_Content_612719237-3403_paper-1183-document.pdf</pdf> | <pdf>Media:Draft_Content_612719237-3403_paper-1183-document.pdf</pdf> | ||
| − | == | + | == Full Paper == |
<pdf>Media:Draft_Content_612719237-3403_paper-9929-document.pdf</pdf> | <pdf>Media:Draft_Content_612719237-3403_paper-9929-document.pdf</pdf> | ||
Latest revision as of 08:49, 20 July 2022
Abstract
This study aims to clarify the damage mechanism of a long-period bridge system-the Ohkirihata Bridge damaged in the 2016 Kumamoto earthquake-subjected to the combined effects of long-period pulsive ground motions and surface fault displacements. The target bridge's site-specific waveforms at abutment A1 were estimated using the finite difference method. Linear dynamic analysis with a three-dimensional finite element model of the bridge structure-underground interconnected system was performed to examine the effects of longperiod pulsive ground motions on the coupled responses of essential structural components: superstructure, rubber bearings, abutments, piers, foundations and underground.
Full Paper
Document information
Published on 06/07/22
Submitted on 06/07/22
Volume 2200 Disaster Prevention and Mitigation, Safety Problems, 2022
DOI: 10.23967/wccm-apcom.2022.025
Licence: CC BY-NC-SA license
Share this document
Keywords
claim authorship
Are you one of the authors of this document?