Experimental tests were performed on a stack of cuboidal steel elements and its
mathematical model was developed. Each cuboidal element was made of rolled profiles …

The progressive instability behaviour of compressed dry-stone rectangular pillars loaded
with an eccentric load is assessed experimentally and compared with the theory …

The results of an experimental study on the effect of the joints between the blocks on the
ultimate bearing capacity of a multi-drum column loaded to centric vertical force and …

The instability behaviour of eccentrically loaded circular masonry columns is investigated.
Two approaches are considered for the analysis. One is based on a semi-analytical …

Along with the walls, columns are the main load-bearing elements in carrying vertical and
horizontal loads in most historic masonry buildings. When the mosques of Mimar Sinan, the …

Bu çalışma kendi ağırlığı ve dışmerkez düşey tepe yükü etkisinde bulunan dikdörtgen ve
daire kesitli yığma narin kolonların burkulma yüklerini karşılaştırmayı amaçlamaktadır …

Background: Some typologies of masonry constructions (eg towers or walls with openings)
can be reasonably studied through simple beam or frame-like models. For these structures …

1Department of Civil Engineering, Faculty of Engineering, Harran University, Sanliurfa,
Turkey, 2Department of Civil Engineering, Faculty of Engineering, İnönü University, Malatya …