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
Capacity related properties and assessment of school buildings in Turkey
Download
index.pdf
Date
2010
Author
Kalem, İlker
Metadata
Show full item record
Item Usage Stats
212
views
90
downloads
Cite This
Turkey is located on a seismically active region. Heavy damage observed in school buildings during recent earthquakes, revealed that seismic performance of school buildings is considerably poor. Therefore, determination of seismic vulnerability of these buildings has gained significant attention. Capacity curves that reflect properties of buildings are used to determine the seismic demand, thus, a decision can be made about the expected performance of the buildings. In addition, seismic vulnerability assessment procedures are also developed to assess the expected performance of buildings. In this study, it was intended to determine capacity related properties of school buildings located in Turkey. Additionally, applicability of some existing seismic vulnerability assessment procedures for school buildings is investigated. The procedures developed by Yakut [3], Hassan & Sozen [8] and Ozcebe et al. [10] were employed. For this purpose, a set of school buildings that are believed to represent typical cases were employed. Nonlinear static analysis was carried out to determine the capacity related properties and approximate seismic demand. All buildings were assessed using the available preliminary seismic assessment procedures and the results were compared with detailed assessment procedures.
Subject Keywords
Civil engineering.
URI
http://etd.lib.metu.edu.tr/upload/3/12611430/index.pdf
https://hdl.handle.net/11511/19270
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Use of satellite observed seasonal snow cover in hydrological modeling and snowmelt runoff prediction in upeer euphrates basin, Turkey
Şorman, Ali Arda; Akyürek, Sevda Zuhal; Department of Civil Engineering (2005)
Snowmelt runoff in the mountainous eastern part of Turkey is of great importance as it constitutes 60-70% in volume of the total yearly runoff during spring and early summer months. Therefore, forecasting the amount and timing of snowmelt runoff especially in the Euphrates Basin, where large dams are located, is an important task in order to use the water resources of the country in an optimum manner. The HBV model, being one of the well-known conceptual hydrological models used more than 45 countries over ...
In plane seismic strengthening of brick masonry walls using rebars
Erdoğdu, Murat; Türer, Ahmet; Department of Civil Engineering (2008)
About half of the total building stock in Turkey is masonry type building. Masonry buildings in Turkey, especially in rural areas, are constructed without any engineering knowledge mostly by their own residents. They generally have heavy roofs. Masonry type buildings also have thick and heavy wall materials. Heavy roof and wall material generate large inertial forces in the case of an earthquake. Brittle failure of walls leads to total failure of whole system followed by sudden collapse of heavy roof. The a...
Seismic upgrade of deficient reinforced concrete frames using external systems
Özkök, Mustafa Emre; Binici, Barış; Department of Civil Engineering (2010)
There is a large building stock in seismic regions of Turkey that require seismic upgrades. In order to minimize the disturbance to occupants and not to intervene with the functioning of the building, external strengthening methods can be preferred among different alternatives. This study reports the experimental findings on the upgrading of deficient reinforced concrete frames with external installed structural components. Specimens strengthened with an externally reinforced concrete shear wall, external s...
Development of a stability analysis program for block type quay walls and comparison of block placing methods
Nergiz, Cengiz; Ergin, Ayşen; Department of Civil Engineering (2010)
Block type quay walls are commonly used as berthing structures both in Turkey and worldwide. In this study, stability analysis of block type quay wall is carried out using pseudo-static method. A computer program named QSAP (using Excel spreadsheet) has been developed for the design of block type quay walls. QSAP has been prepared based on the rules of Turkish Seismic Design Codes for Coastal Structures, 2008. Reliability of this program is verified by a comparative study of Derince Port block type quay wal...
Strengthening of reinforced concrete frames by custom shaped high strength concrete masonry blocks
Arslan, Güray; Polat, Mustafa Uğur; Department of Civil Engineering (2009)
Located on one of the highly active seismic fault systems in the world, the building stock in Turkey is mainly composed of reinforced concrete frames with 4-5 stories. Due to design and construction deficiencies resulting from the use of unqualified personnel and insufficient supervision, many of these buildings lack lateral stiffness, ductility and strength. For many structures, there is a need to alleviate these deficiencies by means of some rehabilitation techniques prior to earthquakes. One approach als...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
İ. Kalem, “Capacity related properties and assessment of school buildings in Turkey,” M.S. - Master of Science, Middle East Technical University, 2010.
