The effect of support and solvent type on the performance of composite membranes

Şener, Tansel


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Fenerci, Aksel; Binici, Barış; Department of Civil Engineering (2013)
Reinforced concrete frames with unreinforced masonry infill walls constitute a significant portion of the building stock throughout the world. Infill walls in these buildings are generally considered as non-structural elements and neglected during design and assessment. On the other hand, observations after several earthquakes revealed that infill walls may have detrimental effects on the adjacent frame members. This observation brings out the requirement for further research on the effects of infill walls ...
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Banat, Raid M. I.; Tınçer, Teoman; Department of Chemistry (1997)
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Mehrabov, Amdulla; Aivazov, Bilayet; Aliyev, Maksut (null; 1999-06-10)
The Effect of austempering process parameters on the mechanical properties of ductile cast iron
Keleş, Evin; Atala, Haluk; Department of Metallurgical and Materials Engineering (2001)
The effect of lime pile parameters on the improvement of the swelling potential of expansive clay
Çokça, Erdal; Özkan, İlyas (2022-09-01)
Expansive clay found especially in the semi-arid or arid regions of the world is a problematic soil that causes much damage to the lightweight structures built by civil engineers. The Lime pile technique is one of the improvement techniques applied for the stabilization of the expansive clay subgrade layer of highway constructions. The achievement of this technique depends on lime diffusion into expansive clay which is affected by some parameters related to the lime pile such as the height of the lime...
Citation Formats
T. Şener, “The effect of support and solvent type on the performance of composite membranes,” Middle East Technical University, 2001.