Abstract
This study attempts to build on the understanding of building behavior by analyzing the base shear as well as the lateral forces, on available storey levels, in seismic zones II and III, when buildings are erected on the three soil-types. The seismic loading applied is in accordance with the varying parameters of zone, soil type, and the structure height. Varying heights in the buildings is as follows: G+3, G+6 (with storey height being 3m.) The gathered observations speak of the similarity in the impact of the loads on the structures when the soil type changes. For G+3 structures the base shear and storey shear is identical in all the soil types where as for the G+6 structures there is a variation in hard soil while it is same in other two soil type.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
