Seismic Analysis of Multistoried Building and Critical Study of its Foundation
Author(s):
M. Ragini B. Naidu , Yeshwantrao Chavhan college of engineering and technology Nagpur; Dr. S. D. Bhole, YCCE, Nagpur
Keywords:
Reinforced Concrete, Building Foundations, Quantity model, Seismic Design
Abstract:
The paper presents the study of building foundations of reinforced concrete multistoreyed buildings for G+5, G+10, G+15 designed for seismic forces in the various seismic zones of Indian subcontinent with varying SBC 100KN/m2, 150KN/m2, 200KN/m2.. The foundation types considered are; isolated footings, raft foundations under different allowable bearing pressure values of the supporting soils. The study provides the requirement of structural quantities of the building in different seismic zones. The result of the study is useful for the design professionals and cost engineers during early stages of design development and cost planning. The study also highlights the achievable economy in foundation costs through proper evaluation of allowable bearing pressure of soils through adequate geotechnical investigations of the building sites.
Other Details:
| Manuscript Id | : | IJSTEV2I10196
|
| Published in | : | Volume : 2, Issue : 10
|
| Publication Date | : | 01/05/2016
|
| Page(s) | : | 749-755
|
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