Calculation of Shear Capacity of Continuous Compound Spiral Hoop Reinforced Concrete Column

Jun Feng Guan; Juan Wang

doi:10.4028/www.scientific.net/AMM.238.240

Paper Titles

Numerical Simulation of Rural Brick Buildings Strengthened with CFRP under Flood Actions
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Study on Design Method for Scale and Layout of Road Passenger Station
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Variation Rules of Warping Effect with Respect to Parameters of Cylindrical Helical Spring
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Calculation of Shear Capacity of Continuous Compound Spiral Hoop Reinforced Concrete Column
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Research on Regional Dividing Technology for Liquefaction-Induced Lateral Spreads Based on MAPGIS
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The Dynamic Response Analysis on Train Liquid Storage Tanks under Harmonic Excitation
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Stability Analysis of Concrete Gravity Dam
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Stress Calculation of Gravity Dam Based on Elastic Mechanics
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Calculation of Shear Capacity of Continuous...

Calculation of Shear Capacity of Continuous Compound Spiral Hoop Reinforced Concrete Column

Abstract:

High-ductility stirrups, which yield strength standard value is great than 1100MPa, are usually employed as a horizontal reinforcing steel bar of continuous compound spiral hoop reinforced concrete column to improve the anti-seismic performance of the short column. In this paper, a method is proposed to calculate the shear capacity of the continuous compound spiral hoop reinforced concrete column by regression analysis on the existing test data. Furthermore, the engineering application of the proposed method was illustrated in a specific case. This study provides supports for engineering projects of continuous compound spiral hoop reinforced concrete columns.