Author: Shiu-Wai Ho
Publisher:
ISBN:
Category :
Languages : en
Pages : 152
Book Description
Ultimate Strength of Reinforced Rectangular Concrete Columns with Biaxial Bending and Compression
Author: Shiu-Wai Ho
Publisher:
ISBN:
Category :
Languages : en
Pages : 152
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 152
Book Description
An Experimental Investigation of the Ultimate Strength of Rectangular Reinforced Concrete Columns Subjected to Compression and Biaxial Bending
Author: M. Gladstone
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Computer Aided Analysis and Design of Reinforced Concrete Rectangular Columns Subjected to Biaxial Bending
Author: Parviz Nader-Tehrani
Publisher:
ISBN:
Category :
Languages : en
Pages : 156
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 156
Book Description
The Ultimate Strength of Reinforced Concrete Columns Subjected to Biaxial Bending
Author: Carl Edward Schultz
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 140
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 140
Book Description
Ultimate Strength of Reinforced Concrete Columns Under Axial Load and Biaxial Bending
Author: Sisir Kumar Sen Gupta
Publisher:
ISBN:
Category : Reinforced concrete
Languages : en
Pages : 124
Book Description
Publisher:
ISBN:
Category : Reinforced concrete
Languages : en
Pages : 124
Book Description
Behavior of Thin-walled Channel Shaped Reinforced Concrete Columns Under Combined Biaxial Bending and Compression
Author: Subash Yalamarthy
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 178
Book Description
Next to rectangular, circular and L shapes, Channel section may be the most frequently encountered reinforced concrete columns since they can be used as box wall for elevators. Nevertheless, information about the load deformation behavior is not generally available to structural engineers. Most of the investigations have been emphasized on the ultimate strength of column sections under combined biaxial bending and axial compression and the resulting interaction surface. No attention is paid to load deformation behavior. Current code provisions do not provide adequate guidelines for assessing the strength and ductility of biaxially-loaded reinforced concrete columns. Therefore, this investigation is aimed at an experimental and analytical study of the behavior of biaxially-loaded channel- shaped short columns as the applied load is increased monotonically from zero to failure. For the test purpose four reinforced concrete Channel shaped columns of nearly half the size of the true specimens were casted and tested till failure. Moment-Curvature and Load Deflection curves obtained from testing channel section were compared with the results from a computer program developed by Hsu1 and were found to be in excellent agreement. In addition a computer program was developed to calculate the ultimate flexural capacity of cracked arbitrary concrete sections under axial load and biaxial bending based on the Brondum-Nielsen s paper.
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 178
Book Description
Next to rectangular, circular and L shapes, Channel section may be the most frequently encountered reinforced concrete columns since they can be used as box wall for elevators. Nevertheless, information about the load deformation behavior is not generally available to structural engineers. Most of the investigations have been emphasized on the ultimate strength of column sections under combined biaxial bending and axial compression and the resulting interaction surface. No attention is paid to load deformation behavior. Current code provisions do not provide adequate guidelines for assessing the strength and ductility of biaxially-loaded reinforced concrete columns. Therefore, this investigation is aimed at an experimental and analytical study of the behavior of biaxially-loaded channel- shaped short columns as the applied load is increased monotonically from zero to failure. For the test purpose four reinforced concrete Channel shaped columns of nearly half the size of the true specimens were casted and tested till failure. Moment-Curvature and Load Deflection curves obtained from testing channel section were compared with the results from a computer program developed by Hsu1 and were found to be in excellent agreement. In addition a computer program was developed to calculate the ultimate flexural capacity of cracked arbitrary concrete sections under axial load and biaxial bending based on the Brondum-Nielsen s paper.
Behavior of L-shaped Reinfoced Concrete Columns Under Combined Biaxial Bending and Compression
Author: Amar Shah
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 186
Book Description
Combined biaxial and axial compression for L-shaped reinforced concrete short columns is a common design Problem. Current code, provisions and the available design aids do not offer an insight into the determination of strength and ductility of biaxially loaded reinforced concrete column. An experimental and analytical investigation of the moment-deformation behavior of biaxially loaded L-shaped short columns were undertaken. Four 1/2 scaled specimens were tested till failure. Moment-curvature and load-deflection curves were developed from the experimental and the analytical results. The analytical results were obtained using a computer program developed by Hsu (1). From the investigation it is deduced that the computer program developed by Hsu (1) can be used to find the ultimate strength, the moment-deformation characteristics, the stress and the strain distributions across the section of L-shaped, biaxially loaded column with large and small eccentricities.
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 186
Book Description
Combined biaxial and axial compression for L-shaped reinforced concrete short columns is a common design Problem. Current code, provisions and the available design aids do not offer an insight into the determination of strength and ductility of biaxially loaded reinforced concrete column. An experimental and analytical investigation of the moment-deformation behavior of biaxially loaded L-shaped short columns were undertaken. Four 1/2 scaled specimens were tested till failure. Moment-curvature and load-deflection curves were developed from the experimental and the analytical results. The analytical results were obtained using a computer program developed by Hsu (1). From the investigation it is deduced that the computer program developed by Hsu (1) can be used to find the ultimate strength, the moment-deformation characteristics, the stress and the strain distributions across the section of L-shaped, biaxially loaded column with large and small eccentricities.
Behavior and Design of Short Reinforced Concrete Columns Subjected to Biaxial Loading
Author: Imeh David A. Udom
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 448
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 448
Book Description
Axial Loading and Unsymmetrical Bending of Reinforced Concrete Columns
Author: Arthur James Rensaa
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 254
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 254
Book Description
The strength and deformation analysis of rectangular reinforced concrete columns in biaxial bending
Author: Robert Burton Redwine
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 250
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 250
Book Description