Tuğlanın Kenevir Hali: Ölçek.siz



End-of-life analysis for brick debris: recovery, strength, life cycle cost and environmental assessment
Üçer Erduran, Deniz; Elias Özkan, Soofia Tahira; Department of Building Science in Architecture (2018)
There exists a vast stock of masonry buildings in the world, yet, some of them are being demolished and disposed of; owing to the changes in building bye-laws, redundancies of buildings; and clearing the plots for new and mostly taller buildings. Either demolition or deconstruction is preferred; huge amounts of masonry-based waste are accumulated in the end. On the other end, since these buildings are not always demolished due to wear and tear, the condition of masonry walls after demolition may still be of...
Effects of masonry infill walls on the seismic performance of buildings
Öztürk, Mehmet Selim; Akyüz, Uğurhan; Department of Civil Engineering (2005)
In Turkey, in most of the reinforced concrete buildings, hallow masonry infill walls are used as a non-structural element, during design stage, their contribution to overall building behavior is not well known. Observations made after the earthquakes revealed that these non-structural elements had beneficial effects on the lateral capacity of the building. In this study, the contribution of the hallow masonry infill walls to the lateral behavior of reinforced concrete buildings was investigated. For this pu...
Tuğla duvarlarda ısıl sorunların kızıl ötesi ısıl görüntüleme ile belirlenmesi
Tuğla, Rukiye; Tavukçuoğlu, Ayşe (2016-11-25)
A simple seismic performance assessment technique for unreinforced brick masonry structures
Aldemir, Alper; Erberik, Murat Altuğ; Department of Civil Engineering (2010)
There are many advantages of masonry construction like widespread geographic availability in many forms, colors and textures, comparative cheapness, fire resistance, thermal and sound insulation, durability, etc. For such reasons, it is still a commonly used type of residential construction in rural and even in urban regions. Unfortunately, its behavior especially under the effect of earthquake ground motions has not been identified clearly because of its complex material nature. Hence, the masonry building...
A nonlinear equivalent frame model for displacement based analysis of unreinforced brick masonry buildings
Demirel, İsmail Ozan; Sucuoğlu, Haluk; Department of Civil Engineering (2010)
Although performance based assessment procedures are mainly developed for reinforced concrete and steel buildings, URM buildings occupy significant portion of building stock in earthquake prone areas of the world as well as in Turkey. Variability of material properties, non-engineered nature of the construction and difficulties in structural analysis of perforated walls make analysis of URM buildings challenging. Despite sophisticated finite element models satisfy the modeling requirements, extensive experi...
Citation Formats
B. Tükenmez, “Tuğlanın Kenevir Hali: Ölçek.siz,” Mimarlık, vol. 59, no. 426, pp. 78–78, 2022, Accessed: 00, 2022. [Online]. Available: http://www.mimarlikdergisi.com/index.cfm?sayfa=mimarlik&DergiSayi=441&RecID=5692.