• Pradeep A R
• Dr. C Rangaraj
• Dr. N Jayaramappa

In the present study, an attempt is made to study the difference in structural behaviour of 3-dimensional (3D) 4 by 4 bays of 10 storey moment resisting steel frames when provided with different types of infill materials in the event of an earthquake. The detailed investigations are carried out as per IS 1893 (Part–1):2016, considering primary loads and their combinations with load factor. The models analysed consist of one moment resisting steel frame (Bare frame), but also provided with masonry infills & ferro-cement panels. The above-mentioned models are analysed and designed for the static analysis case to obtain the beam and column sections for building with multiple iterations. Finally ISMC 200 double-channel section for beams and ISNB350-3 with top and bottom plate of 320mm width and 25mm thick for columns and two different models are made using two different column sections.Models are analysed using pushover analysis by SAP 2000 v22. The results of all models are compared in terms of base shear, storey displacement, modal time period, modal frequencies, Pushover curve, spectrum curve, performance point of the structure. If the overall performance of the buildings were found between O–CP (Operational to Collapse Prevent) stages.

Bare frame,Pushover analysis,Ferrocement panel,Infill panel

"Analysis of Steel Structure with Different infills Subjected to Lateral Loading", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.130-133, May 2019, Available :http://www.jetir.org/papers/JETIR1905X15.pdf

"Analysis of Steel Structure with Different infills Subjected to Lateral Loading", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp130-133, May 2019, Available at : http://www.jetir.org/papers/JETIR1905X15.pdf