http://172.22.28.37:8080/xmlui/handle/1/338 Mon, 23 Mar 2026 07:46:58 GMT 2026-03-23T07:46:58Z http://172.22.28.37:8080/xmlui/handle/123456789/1762 Title: Comparative behaviour of conventional and pre-engineered buildings with various bracings under different seismic and wind zones considering large openings Authors: Tanmay Jangam Abstract: Comparative behaviour of conventional and pre-engineered buildings with various bracings under different seismic and wind zones considering large openings Description: Under the Supervision of Dr. P. D. Kumbhar Mon, 01 Jan 2024 00:00:00 GMT http://172.22.28.37:8080/xmlui/handle/123456789/1762 2024-01-01T00:00:00Z http://172.22.28.37:8080/xmlui/handle/123456789/1587 Title: Seismic Performance Evaluation of G+15 RCC Building for Different Seismic Zones and Soil Types Authors: Mr. Pawar Akshay Babasaheb Abstract: A structural engineer would argue that a high-rise multistorey building is one where wind and seismic loads are crucial because of the building’s height, which makes it susceptible to lateral forces that significantly influence the structure’s design. In this dissertation work, a multi-story RCC structure with G + 15 is analyzed for maximum allowable storey displacement, base shear, storey shear, storey drift, and time period by using the response spectrum method and designed. Using the well-known FEM-integrated software’s ETABS 2018 and RCDC, the entire structure analysis and design are completed in all of India’s seismic zones and on all soil types that are specified by IS: 1893 (Part 1)-2016. The key objectives of this dissertation work are to evaluate the seismic response and structural stability using the proper methodologies with the standard configuration, and to compare the cost of RCC work after optimizing the structural member’s cross-sections, incurred for the high-rise building lying in four different seismic zones and three different soil types. Description: Under the Supervision of Mr. S. R. Deshmukh Mon, 01 Jan 2024 00:00:00 GMT http://172.22.28.37:8080/xmlui/handle/123456789/1587 2024-01-01T00:00:00Z http://172.22.28.37:8080/xmlui/handle/123456789/1523 Title: A Practical Approach to Strengthening of the pre-Engineered building PEB for Additional Futuristic Load using Mild steel section Authors: Patil Pratik Manik Description: Under the guidance of Prof.Savita N Patil Sun, 01 Jan 2023 00:00:00 GMT http://172.22.28.37:8080/xmlui/handle/123456789/1523 2023-01-01T00:00:00Z http://172.22.28.37:8080/xmlui/handle/123456789/1522 Title: Comparative Study on the Behavior of Castellated Beams of Di erent shapes of Openings Provided with Sti eners of Mild Steel and Di erent FRPs Authors: Patil Sourabh Subhash Abstract: In the recent years, due to the bene cial structural applications, castellated steel beams (CSBs) are widely used in the construction industry. CSBs are the beams with openings of di erent shapes in their web. CSB is fabricated from steel I- beams by cutting lengthwise along their web to form two separate parts which are then put together after shifting to create a beam with openings and increased depth. CSBs are fabricated with di erent shapes of openings like hexagonal, circu- lar, diamond, octagonal, etc. However, such openings results in the failure of CSB, reducing the load-carrying capacity (LCC), and hence its strengthening becomes essential. Description: Under the Supervision of Dr. P. D. Kumbhar Sun, 01 Jan 2023 00:00:00 GMT http://172.22.28.37:8080/xmlui/handle/123456789/1522 2023-01-01T00:00:00Z