RCC Structure with and without Shear Wall: A Study

Authors

  • Saud Anjum Mahevi Author

Keywords:

building, finite element analysis, model, SAP2000, seismic, shear wall

Abstract

Presently days tall buildings are furnished with shear walls to enhance the parallel load protection. In the present paper we are examine the answer for shear wall area and sort of shear wall in seismic inclined zones. The viability of RCC shear wall building is considered with help of four distinct models. Model one is exposed edge framework and staying three composes are diverse shear wall buildings. A seismic tremor stack is connected to 8 story building situated in various zones. The execution of building is assessed regarding horizontal relocations of every story. The analysis is finished by utilizing basic finite element analysis (SAP2000) programming.

References

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Published

2022-04-30

How to Cite

RCC Structure with and without Shear Wall: A Study. (2022). International Journal of Advanced Research in Science, Management and Technology, 8(2), 1-7. https://ijarsmt.in/ijarsmt/article/view/116

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