UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 10 | October 2025

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Published in:

Volume 12 Issue 5
May-2025
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2505656


Registration ID:
561956

Page Number

f493-f502

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Title

STUDY ON RESPONSE REDUCTION FACTOR OF RC ELEVATED WATER TANKS

Abstract

Abstract: Double-decker elevated water tanks are vital infrastructure components, particularly in urban areas with limited land availability, as they maximize water storage capacity by utilizing two stacked reservoirs. These structures are especially critical in earthquake-prone regions like Gujarat, India, where their seismic resilience is essential to meet heightened post-earthquake water demands. This study explores the Response Reduction factor (R) of double-decker reinforced concrete (RC) elevated water tanks through static non-linear analysis using SAP2000 software. The research investigates double-decker elevated water tanks as vertically stacked set of Intze type and Circular water tanks with various capacities of 250 m³+100 m³ and 500 m³+150 m³, varying staging heights (12 m, 16 m, 20 m), seismic zones (II to V), and bracing types (normal and cross) to assess their impact on the R-factor. Structural parameters such as Base shear, Time period, Over-strength factor (Rₛ), Ductility reduction factor (Rµ), and Redundancy factor (RR) are analyzed across various tank configurations under full and empty water conditions. 28 models are prepared based on the selected geometries and material properties, followed by pushover analysis to simulate non-linear structural behavior under seismic loading. The two-mass model by Housner, separating impulsive and convective water masses, is employed for seismic analysis. The study concludes that R factor is significantly affected by staging height, seismic zone, and bracing configuration. Higher staging heights (e.g., 20 m) and more severe seismic zones (e.g., Zone V) yield lower R values due to decreased over-strength and ductility, reflecting increased seismic demands. Cross bracing enhances the R factor compared to normal bracing by improving redundancy and stiffness, with R values decreasing from Zone II to Zone V. Empty tanks exhibit higher R values than full tanks due to altered dynamic responses. The study highlights the need for better seismic design rules for double-decker water tanks to ensure they remain safe and functional during earthquakes.

Key Words

Response Reduction Factor, Double-Decker Elevated Water Tanks, Pushover Analysis

Cite This Article

"STUDY ON RESPONSE REDUCTION FACTOR OF RC ELEVATED WATER TANKS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.12, Issue 5, page no.f493-f502, May-2025, Available :http://www.jetir.org/papers/JETIR2505656.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"STUDY ON RESPONSE REDUCTION FACTOR OF RC ELEVATED WATER TANKS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.12, Issue 5, page no. ppf493-f502, May-2025, Available at : http://www.jetir.org/papers/JETIR2505656.pdf

Publication Details

Published Paper ID: JETIR2505656
Registration ID: 561956
Published In: Volume 12 | Issue 5 | Year May-2025
DOI (Digital Object Identifier):
Page No: f493-f502
Country: Rajkot, Gujarat, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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