SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures

SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures

Your Price: $75.50 USD

Member Price: $34.00 USD

Save $41.50 USD, Become a Member

Choose Product Language

Choose Product Format


Notes/Preview

PURCHASE INDIVIDUAL PAPERS

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.

Editors: C.C. Fu & M.D.Daye

Description

This special publication provides the means for better understanding the important creep and shrinkage characteristics of concrete. Ten papers cover a variety of topics including the theoretical and experimental parts of the long-term behavior of a railway bridge, results for creep in reinforced and prestressed concrete columns, long-term behavior of prestressed concrete beams, evaluation of creep and shrinkage deflection of reinforced concrete members, the rational and approximate methods for time-dependent deflection of prestressed concrete members, predicting and testing for creep and shrinkage, computing stress and strain, and time-dependent analysis for partially prestressed composite members.

 

Document Details

Publication Year: 2002

Pages: 191.00

ISBN: 9780870316272

Categories: Creep & Shrinkage

Formats: PDF

Table of Contents

-Long Term Behavior of a Composite Prestressed Concrete

Railway Bridge: Part I - Experiment

-Long Term Behavior of Prestressed and Partially

Prestressed Concrete Beams: Experimental and

Numerical Results

-Creep Buckling of Uniaxially Loaded Reinforced

Concrete Columns

-Evaluation of Creep and Shrinkage Deflections of

Reinforced Concrete Members in the Current Australian

Practice

-Creep Effects in Slender Reinforced and Prestressed

Concrete Columns

-Time-Dependent Deflections of Prestressed Members:

Rational and Approximate Methods

-Long Term Behavior of A Composite Prestressed

Concrete Railway Bridge: Part II - Constitutive Law and

Analysis

-Effect of Creep and Shrinkage On the Design of a

Nuclear Reactor Containment Building

-A Step-By-Step Integration Procedure for Computing

State of Stress in Prestressed

-Serviceability of Prestressed Composite Members

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

Return/Exchange Policy

Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.

Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.

Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).