Long Reinforced Concrete Columns PDF Download
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Author: Reinforced Concrete Research Council (U.S.)
Publisher: ASCE Publications
ISBN: 9780784475805
Category : Technology & Engineering
Languages : en
Pages : 268
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Book Description
Papers selected by the Reinforced Concrete Research Council of ASCE. This collection contains 13 papers reporting the results of a series of studies, begun in 1960, on the behavior of long reinforced concrete columns in frames. This report also includes additional studies limit design aspects of column and frame stability that were proposed in 1967. Findings from these studies, resulted in important changes in the slenderness provisions for reinforced concrete colums adopted in the 1983 American Concrete Institute building code.
Author: Reinforced Concrete Research Council (U.S.)
Publisher: ASCE Publications
ISBN: 9780784475805
Category : Technology & Engineering
Languages : en
Pages : 268
Get Book Here
Book Description
Papers selected by the Reinforced Concrete Research Council of ASCE. This collection contains 13 papers reporting the results of a series of studies, begun in 1960, on the behavior of long reinforced concrete columns in frames. This report also includes additional studies limit design aspects of column and frame stability that were proposed in 1967. Findings from these studies, resulted in important changes in the slenderness provisions for reinforced concrete colums adopted in the 1983 American Concrete Institute building code.
Author: Sing-Ping Chiew
Publisher: CRC Press
ISBN: 0429890710
Category : Technology & Engineering
Languages : en
Pages : 99
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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.
Author: B. Broms
Publisher:
ISBN:
Category :
Languages : en
Pages : 64
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Book Description
Author: Joseph Maurice Spang
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 149
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Book Description
Author: John Tucker
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 48
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Book Description
Author: Bengt Baltzar Broms
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 86
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Book Description
Author: Phil Moss Ferguson
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 46
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Book Description
Author:
Publisher:
ISBN: 9780872625372
Category :
Languages : en
Pages :
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Book Description
Author: Bengt Baltzar Broms
Publisher:
ISBN:
Category :
Languages : en
Pages : 274
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Book Description
Author: Konstantinos G. Megalooikonomou
Publisher: Cambridge Scholars Publishing
ISBN: 1527530361
Category : Technology & Engineering
Languages : en
Pages : 387
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Book Description
Reinforced concrete columns play a very important role in structural performance. As such, it is essential to apply a suitable analytical tool to estimate their structural behaviour considering all failure mechanisms such as axial, shear, and flexural failures. This book highlights the development of a fiber beam-column element accounting for shear effects and the effect of tension stiffening through reinforcement-to-concrete bond, along with the employment of suitable constitutive material laws.
