This paper is published in Volume-4, Issue-3, 2018
Area
Engineering and Technology
Author
Pradyumna Dashora, Basant Kr. Bansal, Rupal Sankhla
Org/Univ
Sunrise Group of Institutions, Udaipur, Rajasthan, India
Pub. Date
12 June, 2018
Paper ID
V4I3-1832
Publisher
Keywords
Earthquake, Material, Histogram, ANSYS

Citationsacebook

IEEE
Pradyumna Dashora, Basant Kr. Bansal, Rupal Sankhla. Seismic analysis of five and eight storeys concrete and steel building frame at different zones of earthquake, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Pradyumna Dashora, Basant Kr. Bansal, Rupal Sankhla (2018). Seismic analysis of five and eight storeys concrete and steel building frame at different zones of earthquake. International Journal of Advance Research, Ideas and Innovations in Technology, 4(3) www.IJARIIT.com.

MLA
Pradyumna Dashora, Basant Kr. Bansal, Rupal Sankhla. "Seismic analysis of five and eight storeys concrete and steel building frame at different zones of earthquake." International Journal of Advance Research, Ideas and Innovations in Technology 4.3 (2018). www.IJARIIT.com.

Abstract

Earthquake is the major impact on everyday life. It causes huge damages to structure especially building a structure. In this circumferential, we need accuracy in the design so the assessment of the design and execution will be correct. The main focus in this paper to check the adequacy of the material used in the building and conclude that either steel and concrete which one is more suitable for two different sized frames five storeys and eight storeys frame structure. The amount of deformations in the frame has been calculated and compared with the deformations of different zones. The three different zones are taken here for the comparison in deformation (Zone III, IV, and V). Five and eight storeys framed structure were subjected to seismic analysis of different magnitude. The seismic analysis was performed in ANSYS using time acceleration histogram for different zones. It was observed that structures performed well in areas which were less prone to earthquakes. Stability of five framed structure was more than that of eight storeys framed structure.