Tapering of Shear-Wall Comparison on Rectangular Shear-Wall Compared to Rectangular Tapered Shear-Wall |
Author(s): |
| Ali Akbar Razzak Nirban , Dr. D. Y. Patil School of Engineering and Technology, Pune, MH, India.; Dr. S. K. Kulkarni, Dr. D. Y. Patil School of Engineering and Technology, Pune, MH, India.; Prof. N. A. Maske, Dr. D. Y. Patil School of Engineering and Technology, Pune, MH, India. |
Keywords: |
| Staad.Pro, Tapered Section, Fragility Analysis, El-Centro Region, Probability of Restitution State |
Abstract |
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As time is pro-fencing in this innovated era of time, where the world is changing very second with this the lapse of engineering and technology is on an urge to reach its zenith and beyond. As there is far away research already done in the structural constitute that is shear-wall. In this research, a concept of tapering is considered and analysis of a high-rise G+13 RCC structure is considered and is analyzed for the various values by the using STAAD.Pro Vi8. A keen and precise reading are recorded and sound examination is carried out. The investigation is completed with the knowledge of Static and Dynamic Methods of earthquake analysis. The earthquake analysis is carried out and the Time-History is also applied for the El-Centro data as its most precise data till now recorded. The concept of tapering is considered so as to develop an idea for application and easy of work so that it can also can be achieved on field too. This study can help to prove to be economical in terms of man, material and money. Then with further ado seismic fragility in short risk analysis is to be processed out with a detail study of non-linear non-parametric curves. The main aim is to find out the fling effects reduction or incrementation of the dynamic response. |
Other Details |
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Paper ID: IJSRDV5I51061 Published in: Volume : 5, Issue : 5 Publication Date: 01/08/2017 Page(s): 1142-1145 |
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