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What is Seismic Analysis of Masonry Buildings about?

This research analyzes the seismic performance of unreinforced masonry (URM) buildings versus confined masonry (CM) buildings located on hilly slopes in India using linear static and dynamic analysis methods. The analyses found that tensile and shear stresses exceeded permissible limits for a 9m tall URM building but were within limits for a 15m tall CM building, except on the ground floor. Overall, CM construction was found to be a better alternative for moderate-rise buildings in hilly areas from a seismi

Author

2020CEP011 KAUSHIKNANDY

Language

EN