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Closure to “<i>Analytical Moment‐Curvature Relations for Tied Concrete Columns</i>” by Shamim A. Sheikh and C. C. Yeh (February, 1992, Vol. 118, No. 2)
Publisher: American Society of Civil Engineers
Erratum:
Publisher: American Society of Civil Engineers
Seismic Resistance of Circular Columns Reinforced with Steel and GFRP
Publisher: American Society of Civil Engineers
Abstract: To address the issue of corrosion of steel in concrete structures, glass fiber reinforced polymer (GFRP) reinforcement is slowly gaining acceptability as a replacement of steel. This paper aims to evaluate the feasibility ...
Confinement Reinforcement Design Considerations for Ductile HSC Columns
Publisher: American Society of Civil Engineers
Abstract: This paper presents results from a continuing research program that aims to study confinement of concrete by lateral reinforcement. The current work deals with the experimental behavior of high-strength concrete (HSC) and ...
Plastic Hinge Analysis
Publisher: American Society of Civil Engineers
Abstract: Predicting behavior of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquakes plays an important role in assessing maximum stable deformation capacities of framed concrete ...
Seismic Behavior of Square and Circular Concrete Columns with GFRP Reinforcement
Publisher: ASCE
Abstract: This paper presents results from tests on seven reinforced concrete square columns under simulated seismic loading and demonstrates their satisfactory behavior even when axial load is high. All seven specimens were confined ...
Tied Concrete Columns under Axial Load and Flexure
Publisher: American Society of Civil Engineers
Abstract: Fifteen 12‐in. (305 mm) square and 9‐ft (2.74 m) long reinforced concrete columns were tested under flexure to large inelastic deformations while simultaneously subjected to constant axial load. The main purpose of this ...
Closure to “<i>Analytical Model for Concrete Confinement in Tied Columns</i>” by Shamim A. Sheikh and S. M. Uzumeri (December, 1982)
Publisher: American Society of Civil Engineers
Analytical Moment‐Curvature Relations for Tied Concrete Columns
Publisher: American Society of Civil Engineers
Abstract: The research reported here is a follow‐up on experimental work in which 16 12 in. (305 mm) square and 9 ft (2.74 m) long columns were tested under flexure to large inelastic deformations while simultaneously subjected to ...
Fiber-Reinforced Polymers Exposed to Nuclear Power Plant Environment
Publisher: American Society of Civil Engineers
Abstract: The effectiveness of fiber-reinforced polymers (FRP) in structural upgrade has been demonstrated repeatedly in short-term laboratory tests and field applications. Consequently, the level of interest in exploring the potential ...