Author: Viroj Mavichak
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 418
Book Description
Strength and Stiffness of Reinforced Concrete Columns Under Biaxial Bending
Author: Viroj Mavichak
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 418
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 418
Book Description
Strength and Stiffness of Reinforced Concrete Columns Under Biaxial Bending
Author: Viroj Mavichak
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 219
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 219
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
The Strength and Stiffness of Steel Under Biaxial Loading
Author: Albert John Becker
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 208
Book Description
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 208
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
Design Examples for High Strength Steel Reinforced Concrete Columns
Author: Sing-Ping Chiew
Publisher: CRC Press
ISBN: 0429890710
Category : Technology & Engineering
Languages : en
Pages : 99
Book Description
This book is the companion volume to Design of High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach. This book provides a large number of worked examples for the design of high strength steel reinforced concrete (SRC) columns. It is based on the Eurocode 4 approach, but goes beyond this to give much needed guidance on the narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete. Special considerations are given to resistance calculations that maximize the full strength of the materials, with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. These examples build on the design principles set out in the companion volume, allowing the readers to practice and understand the EC4 methodology easily. Structural engineers and designers who are familiar with basic EC4 design should find these design examples particularly helpful, whilst engineering undergraduate and graduate students who are studying composite steel concrete design and construction should easily gain further understanding from working through the worked examples which are set out in a step-by-step clearly fashion.
Publisher: CRC Press
ISBN: 0429890710
Category : Technology & Engineering
Languages : en
Pages : 99
Book Description
This book is the companion volume to Design of High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach. This book provides a large number of worked examples for the design of high strength steel reinforced concrete (SRC) columns. It is based on the Eurocode 4 approach, but goes beyond this to give much needed guidance on the narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete. Special considerations are given to resistance calculations that maximize the full strength of the materials, with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. These examples build on the design principles set out in the companion volume, allowing the readers to practice and understand the EC4 methodology easily. Structural engineers and designers who are familiar with basic EC4 design should find these design examples particularly helpful, whilst engineering undergraduate and graduate students who are studying composite steel concrete design and construction should easily gain further understanding from working through the worked examples which are set out in a step-by-step clearly fashion.
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
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
Tangent Stiffness Method for Biaxial Bending of Reinforced Concrete Columns
Author: Wai-Fah Chen
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 36
Book Description
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 36
Book Description
Behavior of Channel-shaped Reinforced Concrete Columns Under Combined Biaxial Bending and Compression
Author: Dureseti Chidambarrao
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 216
Book Description
He inelastic behavior of irregular shaped reinforced concrete columns has been a constant concern for a structural engineer, to design a safe and economic structure in modern buildings and bridge piers. The shape of the elements in a reinforced concrete structure may be used to optimize its structural strength, to make better use of the available space, to improve the aesthetic appearance of the structure, or to facilitate construction. Due to the locations of the columns, the shapes of the buildings and the nature of the applied loads, many columns are subject to combined biaxial bending and axial load. Seven 1/4 scale direct models of the short, tied columns with channel-shaped cross sections were constructed for the present investigation. All the specimens were tested and studied for their complete strength and deformation behavior under combined biaxial bending moments and axial compression, and were used to examine some of the variables involved such as relative eccentricities and loading variations. The end conditions are assumed to be pinned-ended. The experimental load-strain and biaxial moment-curvature curves have been compared with the analytical results of the strength and deformation for biaxially loaded channel-shaped column members, and a satisfactory agreement was obtained from zero up to the ultimate load condition. The above inelastic behavior of channel-shaped reinforced concrete columns has formed the basis of the redistribution of the moments and forces in a statically indeterminate structure, and these characteristics can also be found useful for the limit analysis and design of reinforced concrete structures.
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 216
Book Description
He inelastic behavior of irregular shaped reinforced concrete columns has been a constant concern for a structural engineer, to design a safe and economic structure in modern buildings and bridge piers. The shape of the elements in a reinforced concrete structure may be used to optimize its structural strength, to make better use of the available space, to improve the aesthetic appearance of the structure, or to facilitate construction. Due to the locations of the columns, the shapes of the buildings and the nature of the applied loads, many columns are subject to combined biaxial bending and axial load. Seven 1/4 scale direct models of the short, tied columns with channel-shaped cross sections were constructed for the present investigation. All the specimens were tested and studied for their complete strength and deformation behavior under combined biaxial bending moments and axial compression, and were used to examine some of the variables involved such as relative eccentricities and loading variations. The end conditions are assumed to be pinned-ended. The experimental load-strain and biaxial moment-curvature curves have been compared with the analytical results of the strength and deformation for biaxially loaded channel-shaped column members, and a satisfactory agreement was obtained from zero up to the ultimate load condition. The above inelastic behavior of channel-shaped reinforced concrete columns has formed the basis of the redistribution of the moments and forces in a statically indeterminate structure, and these characteristics can also be found useful for the limit analysis and design of reinforced concrete structures.