07-10-2014, 04:18 PM
Abstracts: Reinforced concrete structures are largely employed in engineering practice in a variety of situations and applications. In most cases these structures are designed following simplified procedures based on experimental data. The main obstacle to finite element analysis of reinforced concrete structures is the difficulty in characterizing the material properties. Much effort has been spent in search of a realistic model to predict the behaviour of reinforced concrete structures. Due mainly to the complexity of the composite nature of the material, proper modelling of such structures is a challenging task. In this paper we analyse and design (g+8) multi-storeyed building having resistance to earthquake with using shear wall concept. This invention also concludes earthquake resistant analysis. From the past records of earthquake, there is increase in the demand of earthquake resisting building which can be fulfilled by providing the shear wall systems in the buildings. For achieving economy in reinforced concrete building structures, design of critical section is carefully done to get reasonable concrete sizes and optimum steel consumption in members. Since the technology has been successfully used in our day to day life, we have started using it in our invention too. Every engineer is using this hi-tech technology to reduce his work load and get faster success. Hence we have decided to use various software’s for analysis and designing of our invention. We will be using software’s such as AutoCAD and Revit for our planning and 3d modelling of our invention. In meantime for calculation of these structure Bentley stadd pro will be used. Combination of these structures will give accurate planning and analysis of our invention. Based on software results we will compare both the physical and structural approaches considering various aspects of the invention.