Cost comparison of optimized resinforced concrete tee and masonry retainning walls.

1973
Yetgin, Koray

Suggestions

Cost comparison of clay brick and AAC masonry walls employed in seiemic resistant masonry and reinforced concrete building construction.
Bozkurt, H. Burak; Sucuoğlu, Haluk; Department of Civil Engineering (2001)
Cost Comparison of Reinforced Concrete Structures Designed According to Turkish and European Earthquake Codes
Buzuku, Jeton; Gorona, Leart; Tokdemir, Onur Behzat (2020-12-02)
Design codes provide methods to analyze and design structures according to different types of risks the structure may suffer, and they differ from each other in several aspects, such as load combinations and earthquake loads evaluation. In this study, the cost of the building designed according to both Turkish and European codes are compared, and cost-effectiveness is measured. The objective of the study is to identify which code provides a more economically feasible design. In consideration of seismic...
Cost analysis of water treatment plants by computer
Sen, A Cem; Uluatam, Semra S.; Department of Civil Engineering (1991)
Cost assessment of concrete and steel types for office buildings: An exploratory study
Kanit, Recep; Ozkan, Omer; Gunduz, Murat (Elsevier BV, 2007-09-01)
This paper presents a set of regression models which incorporates concrete and steel types in modeling the costs of office buildings. To these ends, three typical office buildings with seven and 15 stories have been designed by the help of a commercial software taking into account the Turkish practice. In each project C-16, C-20, C-25, C-30 and C-35 concrete classes and S-220 and S-420 steel types were used for dimensioning purposes. Rough construction costs were then calculated for different combinations o...
Cost optimum design of reinforced concrete bridge piers for standard highway bridges
Orak, Celil; Binici, Barış; Department of Civil Engineering (2022-2)
Bridges are among the most important cost items of transportation projects in Turkey and in the world. In bridge engineering, superstructures are designed with optimization through years of experience. However, the same is not true for infrastructre elements such as piers. The evaluation of the bridge piers,built in Turkey and around the world, considering structural design shows that they are "overdesign" elements suitable for optimization. The ratio of the cost of the piers to the total bridge cost is aro...
Citation Formats
K. Yetgin, “Cost comparison of optimized resinforced concrete tee and masonry retainning walls.,” Middle East Technical University, 1973.