Construction Book Express     Print Page
PO Box 5196
Janesville, WI 53547-5196

Phone Number: 608-743-8031
Fax Number: 608-743-8037
Toll Free Number: 1-800-253-0541
Toll Free Fax Number: 1-800-647-7233


ACI SP-246CD - Structural Implications of Shrinkage and Creep of Concrete CD-ROM

ACI SP-246CD - Structural Implications of Shrinkage and Creep of Concrete CD-ROM
Item #: 180-2467-07
Publisher: ACI
Manufacturer: ACI
Manufacturer Item #: SP246CD
Format: CD-ROM
Your Price: $72.95

Now on a convenient CD-ROM the ACI SP-246 - Structural Implications of Shrinkage and Creep of Concrete

This CD-ROM is a collection of papers prepared for a session held at the ACI 2007 Fall Convention in Puerto Rico on the effects of shrinkage and creep of concrete. The papers are organized into four groups: 1) design, construction, and behavior of bridge structures; 2) effect of concrete shrinkage and creep on the design and construction of tall buildings; 3) deflection and cracking serviceability of slabs, beams, and walls; and 4) other problems and basic questions.

Table of Contents

  • Chapter 1 - Stress Distribution of Prestressed Concrete Structures as Influenced by Time and Temperature
  • Chapter 2 - Numerical Approach to Viscoelastic Analysis of Concrete Structures Using Equilibrium and FEM
  • Chapter 3 - Removal of Temporary Supports and Creep Effects in Sequential Construction of Bridges
  • Chapter 4 - Creep and Shrinkage of a Self-Compacting VHPC in Prebent Composite Beams for Innovative Railway Bridges in France-Part I: Modeling
  • Chapter 5 - Creep and Shrinkage of a Self-Compacting VHPC in Prebent Composite Beams for Innovative Railway Bridges in France-Part II: Case Study
  • Chapter 6 - Design Optimization of a Continuous Railway Bridge with Prebent and Prestressed Composite Decks
  • Chapter 7 - Designing for Effects of Creep and Shrinkage in High-Rise Concrete Buildings
  • Chapter 8 - Creep and Shrinkage and the Design of Supertall Buildings-A Case Study: The Burj Dubai Tower
  • Chapter 9 - Effect of Early Age Loading on Time-Dependent Deflection and Shrinkage Restraint Cracking of Slabs with Low Reinforcement Ratios
  • Chapter 10 - Effect of Shrinkage on Short-Term Deflection of Reinforced Concrete Beams and Slabs
  • Chapter 11 - A Proposal of Simple Design Equations for Evaluating Flexural Serviceability Performance of Reinforced High and Low Shrinkage HSC Beams 181
  • Chapter 12 - Numerical Analysis of the Effect of Shrinkage on Flexural Deformation and Crack Width
  • Chapter 13 - Influence of Passive Reinforcement on Creep and Shrinkage of Concrete: Long-Term Observations
  • Chapter 14 - Investigation of Cracking of Mass Concrete Members Induced by Restrained Contraction
  • Chapter 15 - Drying Shrinkage Updated Model for Hardened Chilean Concretes
  • Chapter 16 -Shrinkage Effect on Shear Strength of Reinforced, High Strength Concrete Beams
  • Chapter 17 - Does Bernoulli’s Hypothesis Apply to Differential Shrinkage Problems?
  • Chapter 18 - The Importance of Time in Understanding Concrete Behaviour
Close Window