Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Ground motion simulations based on regional input parameters and their impact on insurance premiums: Bursa case
Download
index.pdf
Date
2015
Author
Ünal, Barış
Metadata
Show full item record
Item Usage Stats
267
views
137
downloads
Cite This
Determination of earthquake parameters are required for earthquake resistant design and retrofitting of exsisting structures. There are not many options to obtain earthquake data for regions with no or sparce earthquake recordings. Even though some methods are aplicable to these regions they generate only peak ground motion parameters. For cases that require the full ground motion simulations are necessary. Simulations can also be used for gaining knowledge about source, path and site effects. In this study, potential earthquakes in Bursa are simulated based on stochastic finite-fault simulation with dynamic corner frequency model. To ensure simulations with reliable synthetic ground motion output, input parameters are derived from regional data. Major previous events in the region are verified by comparing the records with the corresponding synthetics. Simulation model is aslo compared with regional and global ground motion prediction equations. Potential earthquake scenario event for Bursa is simulated. Spatial distribution of peak ground motion parameters and time histories at selected locations are obtained. From these parameters Modified Mercalli Intensities (MMI) are obtained. These MMIs are used as a input parameter in damage probability matrixes (DPM). From DPMs Central Damage Ratios(CDR) are obtained. From the previous seismic hazard studies in the region return period of the scenario earthquake is obtained. Insurance rates are determined based on scenario events probability and expected CDR.
Subject Keywords
Earthquake hazard analysis.
,
Earthquake engineering.
,
Earthquake insurance.
,
Earthquake resistant design.
,
Earthquake insurance claims.
URI
http://etd.lib.metu.edu.tr/upload/12619558/index.pdf
https://hdl.handle.net/11511/25285
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Linear modal combination procedure for structural dynamics
Tanışer, Sadun; Sucuoğlu, Haluk; Department of Civil Engineering (2013)
Earthquake engineering practice utilizes different analysis procedures in the estimation of seismic demands on structures. These procedures are mainly divided into two groups as static and dynamic procedures. Dynamic procedures are more accurate than the static procedures since they include the entire history of any response parameter during the ground motion. Nevertheless, there are also approximate but much simpler static analysis procedures that overcome high computational demands and inherent difficulti...
Energy based seismic assessment and design
Alıcı, Fırat Soner; Sucuoğlu, Haluk; Erberik, Murat Altuğ; Department of Civil Engineering (2019)
The need to improve the reliability of current earthquake resistant design procedures has promoted energy-based concepts that employ seismic input energy and energy dissipation capacity of structures as the main design tools. Energy based approaches provide effective tools at both design and assessment stages for a comprehensive interpretation of the seismic behavior of structural systems during an earthquake excitation. Energy based assessment and design procedure includes two crucial aspects. The first on...
Seismic Response Analysis and Optimum Design Of A Concave Ball Support İsolated System for A Three Story Concrete Structure
Kaplan, Halit; Dölen, Melik (2003-10-10)
This paper investigates the seismic response and optimum design of a base isolation system for earthquake protection of structures. The system incorporates spherical supports for the base, a specially designed spring-cam system to keep the base rigidly supported under normal conditions and to allow it to move for the duration of the earthquake under the constraint of a spring with optimized stiffness characteristics. A single degree of freedom structure was considered to investigate the feasibility of the c...
Dynamic simulation of shaking table tests for a shearwall building having torsion
Nazırzadeh, Saeıdeh; Yakut, Ahmet; Department of Civil Engineering (2012)
Simulating the non-linear response of reinforced concrete (RC) buildings subjected to a sequence of input earthquake records, is an extremely complex concern in the field of the Earthquake Engineering. Buildings with no symmetry in plan have much more complicated behavior under earthquake effects than symmetric buildings. Torsional irregularity in plan is the main topic of many current researches. In previous decades, considerable amount of numerical and experimental studies have been conducted, but more re...
Seismic fragilities for non-ductile reinforced concrete frames - Role of aleatoric and epistemic uncertainties
Çelik, Ozan Cem (2010-01-01)
Seismic fragilities are essential to earthquake loss estimation and performance-based earthquake engineering in regions of high seismicity. Construction practices for frames in regions of moderate seismicity are quite different, and such frames have received less attention in the literature. Fragilities for performance levels identified in recent seismic regulations are developed herein for reinforced concrete frames designed for gravity load in low-seismic regions using probabilistic non-linear finite elem...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
B. Ünal, “Ground motion simulations based on regional input parameters and their impact on insurance premiums: Bursa case,” M.S. - Master of Science, Middle East Technical University, 2015.