Assessment of seismic behavior of traditional timber frame Ottoman houses: Frame tests

Date

2010-01-01

Author

Aktas Erdem, Y. D.
Akyuz, U.
Erdil, B.
Türer, Ahmet
Şahin Güçhan, Neriman

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

123
views

0
downloads

There are numerous observations made following a number of historic and contemporary earthquakes, claiming that the Ottoman traditional timber-frame, himis, houses have an inherent seismic resistant property. It is argued that timber frame houses behaved better under earthquake loading, based on the fact that the number of collapsed timber structures is less than the other construction types. In most of the reported cases, however, comparisons made for the seismic performances of himis houses and the others remain to be qualitative and lack quantitative engineering evaluation. The aim of this paper is to present the preliminary results obtained after a number of frame experiments which intended to investigate the seismic resistance of timber-frame Ottoman houses, within the framework of an ongoing research project. © 2010 Taylor & Francis Group, London.

URI

https://hdl.handle.net/11511/54098

Collections

Department of Civil Engineering, Conference / Seminar

Suggestions

OpenMETU
Core

A comparative study on earthquake resistance of reinforced concrete and masonry residential buildings in small-scale cities of Turkey Er Akan, Aslı; Ünay, Ali İhsan; Department of Building Science in Architecture (2008) Today the vast majority of urban population in Turkey is living in multi-story apartment blocks constructed of reinforced concrete due to the fact that in the late 19th century concrete and steel took the place of traditional materials such as masonry. However, it cannot be denied that masonry is still a crucial material for load bearing walls, internal walls and cladding of buildings. In addition to this masonry construction system has many advantages. From the architectural point of view, it provides flex...
Assessment of seismic fragility curves for low- and mid-rise reinforced concrete frame buildings using Duzce field database Erberik, Murat Altuğ (2005-06-01) This paper focuses on the generation of fragility curves for low-rise and mid-rise reinforced concrete frame buildings, which constitute approximately 75% of the total building stock in Turkey and which are generally occupied for residential purposes. These buildings, which suffered extensive damage after recent earthquakes, are not designed according to the current code regulations and the supervision in the construction phase is not adequate. Hence the buildings possess many deficiencies like irregulariti...
Materials analyses guiding for repairs in conservation: An Historical Bath Structure “Yeni Hamam” in Sivrihisar, Turkey Madani, Nigar; Çetin, Özlem; Erol, Fatıma; Tavukçuoğlu, Ayşe; Mısır, Çağkan Tunç; Güney, Bilge Alp; Caner Saltk, Emine Nevin (null; 2017-05-29) The Ottoman baths which have survived for hundreds of years are the historical structures still keeping their authentic architectural and technological properties. The study deals with the discovery of the knowledge on materials technology that contributes to the long-term durability of those structures. The authentic materials of an 18 th century Ottoman bath structure, Yeni Hamam (Sivrihisar, Turkey) were examined in this regard, in order to define the specifications for compatible repair materials which ...
Evaluation of seismic resistance of traditional Ottoman timber frame houses Aktaş, Yasemin Didem; Şahin Güçhan, Neriman; Türer, Ahmet; Department of Architecture (2011) The aim of this study is to evaluate the seismic resistance of traditional Ottoman timber frame “hımış” structures, which form the major part of Turkey’s cultural heritage, from an engineering point of view. On the other hand, the seismic resistance of traditional Ottoman timber frame structures was not evaluated from an engineering perspective. For the aim of seismic resistance evaluation of traditional Ottoman timber frame houses, the TUBITAK (the Scientific and Technological Research Council of Turkey) p...
Testing of an existing two story masonry building under lateral loads Aldemir, Alper; Binici, Barış; Canbay, Erdem; Yakut, Ahmet (null; 2017-01-13) Masonry structures constitute a significant portion of the building stock in many countries with high seismic regions. Understanding the load carrying mechanisms of such buildings and estimating the deformation capacities is important for seismic risk mitigation. In the process of developing new assessment guidelines for Turkey, a comprehensive research project was conducted in order to estimate the expected seismic performance of existing masonry buildings. Within the scope of this extensive research progr...

Citation Formats

Y. D. Aktas Erdem, U. Akyuz, B. Erdil, A. Türer, and N. Şahin Güçhan, “Assessment of seismic behavior of traditional timber frame Ottoman houses: Frame tests,” 2010, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/54098.