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
The Assessment of seismic performance of multi-span highway bridges in Turkey including column deterioration
Download
index.pdf
Date
2016
Author
Ocak, Canan Elif
Metadata
Show full item record
Item Usage Stats
181
views
79
downloads
Cite This
Considering the latest three major earthquakes occurred in Turkey, the performance of the bridges could be evaluated as successful. Bridges are one of the most important members of transportation network and it is important for them to survive during earthquakes. Contrary to the general belief, minimum damage during earthquakes mean very high safety factors included to the design rather than a success. Up to now, the bridges designed in Turkey are based on AASHTO (American Association of State Highway and Transportation Officials) and a modified version of LFD Bridge Design Specification. General Directorate of Highways (KGM) and Middle East Technical University (METU) conducted a project, (Türkiye Köprü Mühendisliğinde Tasarım ve Yapıma İlişkin Teknolojilerin Geliştirilmesi Kılavuzu ) based on Load and Resistance Factor Design (LRFD) to update current practice in Turkey. However this recently published specification has not been used widely in design practice. For this reason, in this study the bridges are designed based on AASHTO LFD. By selecting different number of spans, column heights and lengths of column long side, the models are generated. The bridge columns are designed with gross and effective sections. The effect of 50 years of deterioration is taken into consideration and the initial and final conditions of bridges are compared. Based on this study, it is concluded that, overdesigned bridges are obtained due to selection of gross section columns. In addition, a deterioration model and average strength loss due to deterioration are proposed.
Subject Keywords
Bridges
,
Bridges
,
Structural analysis (Engineering).
,
Concrete
URI
http://etd.lib.metu.edu.tr/upload/12620365/index.pdf
https://hdl.handle.net/11511/25910
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Developing an innovative architectural and structural solution for seismic strengthening of reinforced concrete residential buildings
Toker, Saadet; Ünay, Ali İhsan; Department of Architecture (2004)
The recent earthquakes in Turkey have shown the poor seismic performance of reinforced concrete. This led to widespread utilization of several strengthening methods, each of which is convenient in different aspects. However, what is required to apply any of these methods is to evacuate the building in question since the interruptions are mostly within the building and to the structural members. This study proposes a method for external strengthening of typical five storey reinforced concrete buildings that ...
An experimental study on two different strengthening techniques for RC frames
Erdem, Ibrahim; Akyüz, Uğurhan; Ersoy, Ugur; Ozcebe, Guney (Elsevier BV, 2006-11-01)
Thousands of RC buildings were severely damaged or collapsed in Turkey during the past major earthquakes due to various deficiencies. This has initiated extensive experimental studies on strengthening methods. In this study, two 1/3-scale, two-story, three-bay undamaged frames were tested to compare two types of strengthening techniques experimentally. Both undamaged frames were designed such that they had the common deficiencies of existing buildings in Turkey. One of the frames was strengthened with RC in...
Comparison of mean site-specific response spectra in Turkey with the design spectra of AASHTO
Mestav Sarıca, Gizem; Askan Gündoğan, Ayşegül; Department of Civil Engineering (2014)
Seismic design of bridges is a significant problem for all seismically-active countries including Turkey which has gone through recent destructive earthquakes. Bridges are important elements of transportation and their robustness is important in the aftermath of major earthquakes. Turkish engineers currently employ a modified version of AASHTO (American Association of State Highway and Transportation Officials) LFD Design Specifications for bridge design. Within the scope of a national project (TÜBİTAK 110G...
Preliminary seismic vulnerability assessment of existing reinforced concrete buildings in Turkey - Part I: Statistical model based on structural characteristics
Ozcebe, G; Yücemen, Mehmet Semih; Aydogan, V; Yakut, Ahmet (2003-05-13)
The 1999 earthquakes caused huge damage and economic losses in Turkey. The city of Duzce, hit by the second earthquake of Mw=7.2, suffered widespread damage to many RC buildings. Survey teams conducted post-earthquake evaluations on selected buildings that suffered various degrees of damage. The information collected was analyzed to set up a correlation between the attributes affecting seismic performance and the observed damage. A procedure, developed using a statistical method called discriminant analysis...
Cost-benefit analysis for various rehabilitation strategies
Çetinceli, Serkan; Yakut, Ahmet; Department of Civil Engineering (2005)
Over the last decade, six major earthquakes that occurred in Turkey dramatically demonstrated the poor performance of the buildings that were designed and constructed far from Turkish seismic code̕s requirements. The Marmara region, where most of the population and industry is located, is in the active seismic zone. With the rising cost of damages due to earthquakes, the necessity of the cost-benefit analysis for various rehabilitation strategies used in existing buildings has become a major concern for the...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
C. E. Ocak, “The Assessment of seismic performance of multi-span highway bridges in Turkey including column deterioration,” M.S. - Master of Science, Middle East Technical University, 2016.