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Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/4416
Title: Analysis Of CFT, RCC And Steel Building Subjected To Lateral Loading
Authors: Patel, Ketan
Thakkar, Sonal
Keywords: Concrete-filled Steel Tubular Column
Confinement Effect
Circular Cross Section
Lateral Load
Civil Faculty Paper
Faculty Paper
ITFCL025
NUiCONE
NUiCONE-2012
Issue Date: 6-Dec-2012
Publisher: Institute of Technology, Nirma University & Elsevier
Citation: 3rd International Conference on Current Trends in Technology, NUiCONE - 2012, Institute of Technology, Nirma University, December 6 – 8, 2012
Series/Report no.: ITFCL025-3
Abstract: Steel–concrete composite columns are used extensively in modern buildings. Extensive research on composite columns in which structural steel section are encased in concrete have been carried out. In-filled composite columns, however have received limited attention compared to encased columns. In this paper a comparative study of 10, 20 and 30 storey Concrete Filled Steel Tube (CFT), R.C.C. and Steel building is done. Comparison of parameters like time period, displacement, base shear and load carrying capacity is done with steel and R.C.C structures. Result shows CFT building is good in load carrying capacity with small cross section of column.
URI: http://10.1.7.181:1900/jspui/123456789/4416
Appears in Collections:Faculty Papers, Civil

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