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
A Critique on the Turkish Earthquake Code Regulations Regarding Masonry Construction
Date
2008-11-07
Author
Erberik, Murat Altuğ
Ay, Bekir Özer
Metadata
Show full item record
Item Usage Stats
194
views
0
downloads
Cite This
Masonry is still a commonly used type of residential construction in rural and even in urban regions. Unfortunately, the strength and stability of masonry structures are critical in the case of high amplitude cyclic lateral loads such as earthquake ground motion. Hence, the masonry buildings with structural deficiencies belong to the most vulnerable class of structures which have experienced heavy damage or even total collapse in previous earthquakes, especially in developing countries like Turkey. The damage and loss in earthquakes are not only due to the lack of technological advances and knowledge, but also due to inappropriate design and construction of masonry structures ignoring code requirements and prohibitions. Considering all these facts, a comparative study is carried out based on the investigation of codes and standards for masonry design. The adequacy and feasibility of regulations in the last two and the current versions of Turkish earthquake code is assessed in comparison with the most commonly used codes in Europe and the United States. At the end of the study, the current status of the masonry related code regulations in Turkey among well-known international standards is emphasized and further recommendations for upgrading the current code regulations are given.
Subject Keywords
Earthquake code
,
Masonry construction
,
Unreinforced masonry
,
Confined masonry
URI
https://hdl.handle.net/11511/71930
http://users.metu.edu.tr/ozer/documents/publications/C4.pdf
Conference Name
8th International Seminar on Structural Masonry (5 - 7 Kasım 2008)
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Seismic strengthening of a mid-rise reinforced concrete frame using CFRPs: an application from real life
Tan, Mustafa Tümer; Özcebe, Güney; Department of Civil Engineering (2009)
FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the speed of construction and elimination of the need for building evacuation during construction. In this retrofit scheme, infill walls are adopted to the existing frame system by using FRP tension ties anchored ...
Seismic performance assessment of confined masonry buildings
Çitiloğlu, Cihan; Erberik, Murat Altuğ; Department of Civil Engineering (2016)
Although it is a known fact that confined masonry construction has many advantages over unreinforced masonry construction, its application has been very limited in Turkish construction practice. One of the reasons for this issue is that the seismic regulations in Turkey do not explicitly enforce or even encourage the use of confined masonry structural systems. Now, being on the verge of releasing a new version of the Turkish seismic code, it seems to be an appropriate time to adapt confined ma-sonry to the ...
A RESEARCH ON THE PERCEPTION OF ARCHITECTURE STUDENTS ABOUT STRAW-BALE BUILDINGS
Erbil, Yasemin; Yücel, Çigdem; Kizilkusak, R.Tugba (European Center of Sustainable Development, 2018-1-1)
Although straw-bale construction has been used for thousands of years, currently doesn't attract considerable attention by professional architects and students. The reason behind this is assumed to be the prejudices and lack of knowledge about straw-bale buildings. In the scope of this research understanding candidate architects point of view on the preference criterias that are effective about choice of straw-bale construction is aimed. For this purpose, among 214 students of private university (in Turkey)...
Seismic performance of confined masonry construction
Erköseoğlu, Gülden; Erberik, Murat Altuğ; Department of Civil Engineering (2014)
Although it is a known fact that confined masonry construction has many advantages over unreinforced masonry construction, its application has been very limited in Turkish construction practice. One of the reasons for this issue is that the seismic regulations in Turkey do not explicitly enforce or even encourage the use of confined masonry structural systems. Now, being on the verge of releasing a new version of the Turkish seismic code, it seems to be an appropriate time to adapt confined masonry to the T...
A Lower-bound limit analysis solution for lateralload capacity of masonry walls
Karadeniz, Derya; Erberik, Murat Altuğ; Department of Earthquake Studies (2019)
Masonry exists from very past centuries around the world which is used not only for sheltering, most of historical architectural masterpieces are masonry structures. Masonry offers advantages in many areas such as easy supply of materials, easy to construct and thermal durability of materials. However, the analysis of masonry buildings is not a easy task. Various reasons such as the diversity of materials used and the lack of characteristic properties of these materials, lack of design regulations and the f...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. A. Erberik and B. Ö. Ay, “A Critique on the Turkish Earthquake Code Regulations Regarding Masonry Construction,” presented at the 8th International Seminar on Structural Masonry (5 - 7 Kasım 2008), İstanbul, Türkiye, 2008, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/71930.