RCC BEAM WITH SPIRAL REINFORCEMENT
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.5, No. 8)Publication Date: 2014-08-29
Authors : SIDRAMAPPA SHIVASHANKAR DHARANE;
Page : 98-100
Keywords : Iaeme Publication; IAEME; Civil; Engineering; IJCIET; RCC Beam; Spiral Reinforcement; Ductility; Earthquake Performance; Reversal of Loading; Substitute Frame Method;
Abstract
In reinforced cement concrete generally the main st eel reinforcements are in use in horizontal form. But the replacement of this form of horizontal type of main reinforcement into spiral form leads to increase the bending moment, torsional moment, shear, ductility with reduced deflection which consider also considers the effect of reversal of loading as per substitute frame method. This also leads to better earthquake performance.
Other Latest Articles
- AN EXPERIMENTAL INVESTIGATION ON STRENGTH PROPERTIES OF CONCRETE CONTAINING MICRO-SILICA AND NANO- SILICA
- HYDRAULIC CHARACTERISTICS OF FLOW AND ENERGY DISSIPATION OVER STEPPED SPILLWAY
- THE PERMEABILITY AND INDIRECT TENSILE STRENGTH CHARACTERISTICS OF POROUS ASPHALT MIXES
- ANALYSIS ON UTILIZATION OF CEMENT KILN DUST STABILIZED RED MUD FOR ROAD CONSTRUCTION
- SEISMIC ANALYSIS OF SINGLE DEGREE OF FREEDOM STRUCTURE
Last modified: 2016-06-07 16:57:51