Nonlinear analysis of shells of revolution

Odeh, Ghassan M. H.


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Nonlinear finite element analysis of tunnels
Yıldırım, Musa; Yılmaz, Çetin; Department of Civil Engineering (1994)
Rate effect parameters for oper-ended pipe piles in sand
Oud, Mohamed; Birand, Altay; Department of Civil Engineering (1991)
Technological characteristics of abrick masonry structure and their relationship with the structural behaviour /
Aktaş, Yasemin Didem; Türer, Ahmet; Department of Archaeometry (2006)
The aim of this study is to investigate the physical and mechanical properties of construction materials in relation with the structural behaviour of a historic structure. Within this framework, the brick masonry superstructure of Tahir ile Zuhre Mescidi, a XIIIth century Seljuk monument in Konya was selected as case study. The study started with the determination of the basic physical (bulk density, effective porosity, water absorption capacity), mechanical (modulus of elasticity, uniaxial compressive stre...
Optimal wind bracing systems for multi-storey steel buildings
Uslu, Cafer Harun; Sarıtaş, Afşin; Department of Civil Engineering (2009)
Two types of connection are generally considered in the design of steel structures in practice. These are classified as completely rigid (moment) and simple (shear) connections. In theory, completely rigid connections can not undergo rotation and simple connections can not transfer moment. However, in reality rigid connections have a relative flexibility which makes them to rotate and simple connections have some reserve capacity to transfer moments. In many modern design specifications, this fact is realiz...
Citation Formats
G. M. H. Odeh, “Nonlinear analysis of shells of revolution,” Ph.D. - Doctoral Program, Middle East Technical University, 1998.