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2 Shyam Sunder Masonry Final by bhattarai.sandesh19 is a document available to read on EtoBox.
The paper examines the seismic performance of traditional unreinforced masonry buildings in Nepal, particularly those constructed between 1850 and 1950. It highlights their vulnerability to earthquakes, especially due to inadequate seismic design and structural weaknesses, such as insufficient cross walls and flexible timber floors. A finite element analysis using SAP2000 reveals that these buildings require significant retrofitting to improve their seismic resistance and ensure safety for occupants and her
- Author
- bhattarai.sandesh19
- Language
- EN