Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2015
DOI: 10.7712/120115.3438.1833
|View full text |Cite
|
Sign up to set email alerts
|

Performance Based Earthquake Engineering Approach Applied to Bridges in a Road Network

Abstract: Abstract. The most recent developments in earthquake engineering

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
10
0

Year Published

2016
2016
2024
2024

Publication Types

Select...
5
2

Relationship

0
7

Authors

Journals

citations
Cited by 24 publications
(10 citation statements)
references
References 10 publications
0
10
0
Order By: Relevance
“…The fundamental period of vibration becomes also handy to e.g. carry out proper selection of records according to recent methodologies, such as the conditional spectrum method, also successfully applied to bridges [32,33]. Such a selection guarantees reliable performance points for any employed nonlinear static procedure or seismic input for nonlinear dynamic analyses.…”
Section: Seismic Assessment Frameworkmentioning
confidence: 98%
See 1 more Smart Citation
“…The fundamental period of vibration becomes also handy to e.g. carry out proper selection of records according to recent methodologies, such as the conditional spectrum method, also successfully applied to bridges [32,33]. Such a selection guarantees reliable performance points for any employed nonlinear static procedure or seismic input for nonlinear dynamic analyses.…”
Section: Seismic Assessment Frameworkmentioning
confidence: 98%
“…The derivation of fragility curves from a number of relevant geometrical or structural parameters taken from real case studies is of utmost importance for the accuracy of loss assessment investigations as part of decision-making strategies [31][32][33]. In such way, civil protection or other expert bodies can rely on them during the management of postextreme event emergency phases.…”
Section: Introductionmentioning
confidence: 99%
“…This was achieved by calculating the Normalized Root Mean Square Deviation (NRMSD), at a location j, according to Equation (17), where the RMSD at a location j is defined in Equation (18). In the equation, n represents the number of records.…”
Section: Overall Comparisonmentioning
confidence: 99%
“…Correspondingly, the NSPs that incorporate higher mode effects provide a response that is more accurate, especially in structures where higher mode contributions are expected to be important [13][14][15]. Single mode based NSPs on the other hand typically present shortcomings for structures where higher mode effects are important, but they do tend to provide acceptable or good estimates for regular structures and may represent a good compromise for large scale assessment studies [16][17].…”
Section: Introductionmentioning
confidence: 99%
“…structures that have to be retrofitted or to conduct the prioritization schemes in terms of use of available resources. Application wise, the proposed taxonomy will find room in webGIS software platforms for the real time seismic risk assessment of infrastructure networks [6,7], to be used by different stakeholders, such as decision makers, practitioners, insurance and reinsurance companies, amongst others.…”
Section: Introductionmentioning
confidence: 99%