Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
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
Estimation of earthquake damage probabilities for reinforced concrete buildings
Date
2003-05-13
Author
Yücemen, Mehmet Semih
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
212
views
0
downloads
Cite This
Due to uncertainties involved both in the occurrence of earthquakes and in structural response, earthquake damage prediction has to be treated in a probabilistic manner. In this study two statistical methods are presented for the prediction of potential seismic damage to low and mid-rise reinforced concrete buildings in Turkey. These methods are based on the utilization of damage probability matrices and reliability theory. The damage data compiled during recent earthquakes that occurred in Turkey are used to compare the predictions of these two methods.
Subject Keywords
Earthquake damage estimation
,
Damage probability matrix
,
Fragility curves
,
Seismic resistance index
,
Reliability theory
,
Duzce earthquake
URI
https://hdl.handle.net/11511/52606
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Stochastic methods for the estimation of potential seismic damage
Askan, Ayşegül; Yücemen, M. Semih; Department of Civil Engineering (2002)
Due to uncertainties involved in both occurrences of earthquakes and structural responses, earthquake damage prediction has to be treated in a probabilistic manner. In this study, three stochastic methods, for the prediction of potential seismic damage to low and mid-rise reinforced concrete buildings in Turkey, are presented. A damage probability matrix (DPM) expresses what will happen to buildings, designed according to some particular set of requirements, during earthquakes of various intensities. In thi...
Prediction of potential damage due to severe earthquakes
Yücemen, Mehmet Semih; Pay, AC (2004-01-01)
A statistical model is developed to estimate the seismic vulnerability of low- to mid-rise reinforced concrete buildings. The model is based on a novel utilization of the discriminant analysis technique of multivariate statistics. Number of stories above the ground level (N), soft story index (SSI), overhang ratio (OHR), minimum normalized lateral stiffness index (MNLSTFI), minimum normalized lateral strength index (MNLSI) and normalized redundancy score (NRS) are selected as the basic estimation variables....
Probabilistic methods for the estimation of potential seismic damage: Application to reinforced concrete buildings in Turkey
Askan Gündoğan, Ayşegül; Yücemen, Mehmet Semih (2010-01-01)
Three probabilistic methods, for the prediction of potential seismic damage to low and mid-rise reinforced concrete buildings in Turkey, are presented As the first method. "best estimate" damage probability matrices for each seismic zone are developed by combining expert opinion and the damage statistics compiled from the recent earthquakes occurred in Turkey. Second method involves a reliability-based model, which treats the earthquake force and seismic resistance as random variables This model expresses p...
Predicting seismic damage on concrete gravity dams: a review
Arıcı, Yalın; Soysal, Berat Feyza (2022-01-01)
The seismic assessment of concrete gravity dams is a problem of prediction of cracking and the corresponding consequences. With the widespread use of general-purpose finite element programs, the work in the field has shifted towards quantifying the behaviour in a framework for assessment. The nonlinear analysis and coupling with foundation–reservoir interaction, conversely, is still a challenging task. The modelling approach has significant effects on the analysis results and the assessment framework. The f...
Ground motion simulations based on regional input parameters and their impact on insurance premiums: Bursa case
Ünal, Barış; Askan Gündoğan, Ayşegül; Kestel, Sevtap Ayşe; Department of Earthquake Studies (2015)
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...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. S. Yücemen, “Estimation of earthquake damage probabilities for reinforced concrete buildings,” 2003, vol. 29, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/52606.
