Abstract
The primary objective of this research is to investigate the behavior of conventional buildings featuring non-structural walls as AAC blocks and all the remaining things same, with monolithic structure buildings constructed using tunnel formwork. To compare the design steel and total cost between these two types of structures subjected to seismic loads, as defined by the IS codes. To achieve this, a comprehensive seismic analysis was conducted using the Linear Dynamic Response Spectrum Method in ETABS 2020 software.
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Schedule a callMore From: International Journal of Advanced Research in Science, Communication and Technology
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