SP-059: Concrete Design: U S and European Practices

SP-059: Concrete Design: U S and European Practices

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Note: The individual papers are also available as .pdf downloads. Please click on the following link to view the papers available, or call 248.848.3800 to order.

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Description

As a part of ACI’s recognition of the U.S. Bicentennial in 1976, a special international symposium was held for the express purpose of cross-pollinating U.S. and European ideas of concrete design, with particular reference to the ACI Building Code. The 20 papers presented in this volume were developed from the symposium and follow its format, covering limit states design, shear and torsion, and special concepts and new applications for prestressed concrete.

 

Document Details

Publication Year: 2015

ISBN:

Categories: Design

Formats: PDF

Table of Contents

General Approach to Safety, Serviceability, and Limit State Philosophy-European Concrete Committee

Loadings-Ceb Approach

Safety and Serviceability Provisions in the ACI Building Code

Limit States Design for Reinforced and Prestressed Concrete-Ceb Approach

Design of Beams, Deep Beams, and Corbels for Shear-ACI 318-71 and Revisions Proposed by ACI Committee 426

Shear Strength of Reinforced and Prestressed Concrete-CEB Approach

Torsional Strength of Reinforced and Prestressed Concrete Beams-CEB Approach

Torsion Design and ACI 318-71

Recommendations on Shear and Torsion: A Comparsion of ACI and CEB Approaches

Shear in Two-Way Slabs-ACI Approach

Punching Shear Resistance According to the CEB Model Code

Comparison of Design for Shear in Slabs by the ACI and CEB Codes

Fire Resistance, Rational Design-PCI Approach

Fire Resistance, Rational Approach, Basic Philosophy

Partial Prestressing Design-Philosophy and Approach

Recommendations for the Degree of Prestressing in Prestressed Concrete Structures

Philosophy of Design of Partial Prestressing

Special Provisions Applicable to Concrete Sea Structures

Code Provisions for Concrete Ships

Design with Unbonded Tendons-Fip Recommendations for the Design of Post-Tensioned Flat Slabs

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