Author: Mohamed Ridha Baccouche
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 360
Book Description
Analysis and Design of Partially Prestressed Concrete Beam-columns
Author: Mohamed Ridha Baccouche
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 360
Book Description
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 360
Book Description
Design of Prestressed Concrete
Author: Arthur H. Nilson
Publisher: John Wiley & Sons
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 550
Book Description
This revision of a popular text discusses the behavior, analysis, and design of prestressed concrete structures. Changes in the Second Edition include a new emphasis on partially prestressed concrete members, flexural strength calculations, deflection calculations, crack width calculations, along with new information on high strength materials, and more. Develops an understanding of design methods used in practice and familiarity with the important provisions of the governing 1983 Building Code of the American Concrete Institute. Balance of theory and practice provides a clear survey of design principles. Problems at the end of every chapter illustrate concepts. Copyright © Libri GmbH. All rights reserved.
Publisher: John Wiley & Sons
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 550
Book Description
This revision of a popular text discusses the behavior, analysis, and design of prestressed concrete structures. Changes in the Second Edition include a new emphasis on partially prestressed concrete members, flexural strength calculations, deflection calculations, crack width calculations, along with new information on high strength materials, and more. Develops an understanding of design methods used in practice and familiarity with the important provisions of the governing 1983 Building Code of the American Concrete Institute. Balance of theory and practice provides a clear survey of design principles. Problems at the end of every chapter illustrate concepts. Copyright © Libri GmbH. All rights reserved.
Analysis and Design of Partially Prestressed Beams to Satisfy Serviceability Criteria
Author: A. Siriaksorn
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 408
Book Description
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 408
Book Description
Computer Aided Analysis and Design of Fully and Partially Prestressed Concrete Beams
Author: Tariq Rashdi
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 172
Book Description
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 172
Book Description
Design Charts for Partially Prestressed Concrete Beam
Author: Shih Hung
Publisher:
ISBN:
Category :
Languages : en
Pages : 302
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 302
Book Description
University of Michigan Official Publication
Author: University of Michigan
Publisher: UM Libraries
ISBN:
Category : Education, Higher
Languages : en
Pages : 164
Book Description
Each number is the catalogue of a specific school or college of the University.
Publisher: UM Libraries
ISBN:
Category : Education, Higher
Languages : en
Pages : 164
Book Description
Each number is the catalogue of a specific school or college of the University.
An Analytical Study of Partially Prestressed Concrete Columns Under Eccentric Loads
Author: Harold Yun How Tai
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages :
Book Description
Moment-rotation Response of Partially Prestressed Concrete Beam-column Joints Under Cyclic Excitations
Author: Mazin Hamdi Umari
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 316
Book Description
This study presents an analytical model for predicting moment-deformation relationships of partially prestressed concrete joints under generalized load excitations. The proposed joint model comprises three interrelated integral parts: 1) The material constitutive relations, 2) The slip model and 3) The non linear analysis. In the first part, the stress-strain relationships used in the non linear analysis to characterize the behavior of concrete and reinforcing steel under cyclic loading were introduced. A new model for predicting the stress-strain relationship of prestressing steel under cyclic loading was also introduced. The model showed very good agreement with experimentally observed results. In the second part, a slip model, based on a linear relationship between local bond stress and slip, was proposed. Using this model, it was possible to find steel stress, steel strain, bond stress and slip distributions along the bar anchorage length. In addition to its tremendous efficiency in computation, the proposed slip model proved to be accurate when compared with experimentally observed results and also retained most of the accuracy of finite element predictions. The above mentioned parts were combined and implemented in a computer program which, when given proper input, can produce moment-deformation relationship of partially prestressed joints. A parametric evaluation was undertaken on two interior and one exterior typical partially prestressed concrete joints. The proposed joint model provided satisfactory analytical results which are compatible with well established facts pertaining to hysteretic behavior of partially prestressed concrete joints Also, results of the proposed joint model proved to be in good agreement with available experimental results.
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 316
Book Description
This study presents an analytical model for predicting moment-deformation relationships of partially prestressed concrete joints under generalized load excitations. The proposed joint model comprises three interrelated integral parts: 1) The material constitutive relations, 2) The slip model and 3) The non linear analysis. In the first part, the stress-strain relationships used in the non linear analysis to characterize the behavior of concrete and reinforcing steel under cyclic loading were introduced. A new model for predicting the stress-strain relationship of prestressing steel under cyclic loading was also introduced. The model showed very good agreement with experimentally observed results. In the second part, a slip model, based on a linear relationship between local bond stress and slip, was proposed. Using this model, it was possible to find steel stress, steel strain, bond stress and slip distributions along the bar anchorage length. In addition to its tremendous efficiency in computation, the proposed slip model proved to be accurate when compared with experimentally observed results and also retained most of the accuracy of finite element predictions. The above mentioned parts were combined and implemented in a computer program which, when given proper input, can produce moment-deformation relationship of partially prestressed joints. A parametric evaluation was undertaken on two interior and one exterior typical partially prestressed concrete joints. The proposed joint model provided satisfactory analytical results which are compatible with well established facts pertaining to hysteretic behavior of partially prestressed concrete joints Also, results of the proposed joint model proved to be in good agreement with available experimental results.
Optional Design of Partially Prestressed Concrete Beams
Author: Allan J. MacRae
Publisher:
ISBN:
Category :
Languages : en
Pages : 208
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 208
Book Description
College of Engineering
Author: University of Michigan. College of Engineering
Publisher: UM Libraries
ISBN:
Category : Engineering schools
Languages : en
Pages : 432
Book Description
Publisher: UM Libraries
ISBN:
Category : Engineering schools
Languages : en
Pages : 432
Book Description