DSpace Collection:http://172.22.28.37:8080/xmlui/handle/1/3382026-03-23T07:46:58Z2026-03-23T07:46:58ZComparative behaviour of conventional and pre-engineered buildings with various bracings under different seismic and wind zones considering large openingsTanmay Jangamhttp://172.22.28.37:8080/xmlui/handle/123456789/17622025-08-07T06:58:51Z2024-01-01T00:00:00ZTitle: 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. Kumbhar2024-01-01T00:00:00ZSeismic Performance Evaluation of G+15 RCC Building for Different Seismic Zones and Soil TypesMr. Pawar Akshay Babasahebhttp://172.22.28.37:8080/xmlui/handle/123456789/15872025-03-10T07:02:49Z2024-01-01T00:00:00ZTitle: 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. Deshmukh2024-01-01T00:00:00ZA Practical Approach to Strengthening of the pre-Engineered building PEB for Additional Futuristic Load using Mild steel sectionPatil Pratik Manikhttp://172.22.28.37:8080/xmlui/handle/123456789/15232024-10-03T09:02:06Z2023-01-01T00:00:00ZTitle: 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 Patil2023-01-01T00:00:00ZComparative Study on the Behavior of Castellated Beams of Di erent shapes of Openings Provided with Sti eners of Mild Steel and Di erent FRPsPatil Sourabh Subhashhttp://172.22.28.37:8080/xmlui/handle/123456789/15222024-10-03T08:57:11Z2023-01-01T00:00:00ZTitle: 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. Kumbhar2023-01-01T00:00:00Z