“ Study of Sesmic Analysis of Masonry Wall Structure”

Abstract

Earthquakes are natural trouble under which disasters are mainly caused by damage or collapse of the structure and other man-made structures. When an earthquake occurs natural period of vibration is more on heavy loaded building and less in light loaded building. If the building is light weighted, i.e. steel is less then economy of structure is also achieved. Hence it is necessary to find out natural/fundamental time period when mass changes with different type of brick masonry and concrete masonry.This is necessary because IS 1893:2002 does not incorporate the effect of mass in a formula which they have mentioned for brick masonary structure. Thedesign will also analyze with ETAB software.

Authors and Affiliations

Ms. Deshpande M. S. , Ms. S. V. Lale, Mr. Y. P. Pawar, Dr. C. P. Pise, Kadam S. S. , Mohite D. D. , Deshmukh C. M

Keywords

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  • EP ID EP390858
  • DOI 10.9790/9622- 0703060108.
  • Views 126
  • Downloads 0

How To Cite

Ms. Deshpande M. S. , Ms. S. V. Lale, Mr. Y. P. Pawar, Dr. C. P. Pise, Kadam S. S. , Mohite D. D. , Deshmukh C. M (2017). “ Study of Sesmic Analysis of Masonry Wall Structure”. International Journal of engineering Research and Applications, 7(3), 1-8. https://europub.co.uk/articles/-A-390858