Paper Title
SSI ANALYSIS OF LIGHT WEIGHT FLOOR SYSTEM AND SMRF RCC FRAMES With and Without Base Isolation
Article Identifiers
Authors
Prashant M.Kulkarni
Keywords
lightweight floor system, Normal concrete structure, soil structure interaction (SSI), Base isolation (BI), Ground motion, base shear, and storey drift
Abstract
In the present study the dynamic behaviour of light weight floor building frames under seismic forces uniting soil structure interaction is considered. The analysis is carried out using FEM software STAAD-Pro. In interaction analysis of space frame, soil are considered as parts of a single compatible unit and soil is idealized using the soil models for analysis. The soil system below a raft footing is replaced by providing a true soil model (continuum and ground motion for earthquake zone IV structures considering situated in clayey and sandy soil to study the behaviour of the building for ground motion displacement. To evaluate the various results by comparing normal concrete structure without SSI and normal concrete structure with clayey sand sandy soil structure interaction Various results are evaluated by comparing lightweight concrete structure without SSI and lightweight concrete structure with clayey sand sandy soil structure interaction.
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How To Cite (APA)
Prashant M.Kulkarni (December-2022). SSI ANALYSIS OF LIGHT WEIGHT FLOOR SYSTEM AND SMRF RCC FRAMES With and Without Base Isolation. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 7(12), b256-b270. https://ijnrd.org/papers/IJNRD2212126.pdf
Issue
Volume 7 Issue 12, December-2022
Pages : b256-b270
Other Publication Details
Paper Reg. ID: IJNRD_184866
Published Paper Id: IJNRD2212126
Downloads: 000121974
Research Area: Civil EngineeringÂ
Country: Pune, Maharashtra, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2212126.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2212126
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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)
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