Deforation properties of reinforced concrete beam -slab systems.

Gurdil, Ahmet Fikret


Deflections of reinforced concrete beams and columns
Günel, Halis Mehmet; Ersoy, Uğur; Department of Civil Engineering (1995)
Strut and Tie Topology for Reinforced Concrete Elements
Işıklı, Yunus; Binici, Barış; Tuncay, Kağan (2021-09-08)
Strut and Tie Model (STM) is a lower-bound design method for reinforced concrete members. It is usuallypreferred for non-standard structural elements for which internal forces are not well-defined. In recent years,studies and applications on STM have increased considerably. Topology optimization methods are generallyused to find struts and ties. Once locations and orientations of reinforcements are available, the design procedureis rather easy to apply, even for complex geometries. However, finding the STM ...
Deflections of continuous reinforced concrete beams.
Palaci, Moris; Department of Civil Engineering (1978)
Rutting Potential of Asphalt Mixtures Using Concept of Shear Resistance
Güler, Murat (2006-06-12)
In this study, correlation between rutting potential of hot asphalt mixtures and shear resistance is investigated using Gyratory Load Cell Plate Assembly (GLPA). The GLPA was developed to measure shear resistance of asphalt mixtures with the Superpave gyratory compactor. To demonstrate a possible correlation between shear resistance and rutting, unconfined triaxial repeated load tests were conducted on specimens compacted by varying gradation, asphalt content and fine aggregate angularity. Results of MnRoad...
Flexural cracking in partially prestresses concrete beams.
Keyder, Engin; Ersoy, Uğur; Department of Civil Engineering (1972)
Citation Formats
A. F. Gurdil, “Deforation properties of reinforced concrete beam -slab systems.,” Middle East Technical University, 1980.