A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Comparison of Optimal Costs of Axially Loaded RC Tension Members Using Indian and Euro Standards
The aim of this study is to find the cost design of RC tension with varying conditions using the Artificial Neural Network. Design constraints were used to cover all reliable design parameters, such as limiting cross sectional dimensions and; their reinforcement ratio and even the beahviour of optimally designed sections. The design of the RC tension members were made using Indian and European standard specifications which were discussed. The designed tension members according to both codes satisfy the strength and serviceability criteria. While no literature is available on the optimal design of RC tension members, the cross-sectional dimensions of the tension membersfor different grades of concrete and steel, and area of formwork are considered as the variables in the present optimum design model. A design example is explained and the results are presented. It is concluded that the proposed optimum design model yields rational, reliable, and practical designs.
Comparison of Optimal Costs of Axially Loaded RC Tension Members Using Indian and Euro Standards
The aim of this study is to find the cost design of RC tension with varying conditions using the Artificial Neural Network. Design constraints were used to cover all reliable design parameters, such as limiting cross sectional dimensions and; their reinforcement ratio and even the beahviour of optimally designed sections. The design of the RC tension members were made using Indian and European standard specifications which were discussed. The designed tension members according to both codes satisfy the strength and serviceability criteria. While no literature is available on the optimal design of RC tension members, the cross-sectional dimensions of the tension membersfor different grades of concrete and steel, and area of formwork are considered as the variables in the present optimum design model. A design example is explained and the results are presented. It is concluded that the proposed optimum design model yields rational, reliable, and practical designs.
Comparison of Optimal Costs of Axially Loaded RC Tension Members Using Indian and Euro Standards
Shenbagam N. Karthiga Alias (author) / Arunachalam N. (author)
2017
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Comparison of Optimal Costs of Axially Loaded RC Tension Members Using Indian and Euro Standards
| Online Contents | 2017
| Springer Verlag | 2018
Theory and design of axially loaded prestressed concrete tension members
| Engineering Index Backfile | 1953
Flexibility of axially-loaded nonuniform members
| Engineering Index Backfile | 1966
Spliced Axially-Loaded Single-Angle Members in Compression
| Online Contents | 1999