SP-111: Computer Applications in Concrete Technology

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PURCHASE INDIVIDUAL PAPERS

Description

The area of computer applications in concrete technology is growing rapidly. Where it was once the exclusive domain of researchers and scientists, it is now an area where fabricators, detailers, designers, students and educators are making significant contributions. The different applications presented in this important ACI publication will be of interest of individuals dedicated to the correct use of concrete as a construction material.

"State-of-the-Art Computer Applications in Concrete Technology" offers the latest information on topics such as microcomputer-aided design of reinforced and prestressed concrete elements; computer analysis of R/C columns in biaxial bending; spreadsheet template of concrete box design; concrete mix design; and personal computer-aided design of post-tensioned slabs on expanding and compressible soils.

This ACI publication is designed to keep you abreast of the latest happenings in concrete technology and is intended to enhance the technological tools available for the correct, safe, and economic use of concrete.

The different applications presented in this important ACI publication will be of interest of individuals dedicated to the correct use of concrete as a construction material.

"Computer Applications in Concrete Technology" offers information on topics such as microcomputer-aided design of reinforced and prestressed concrete elements; computer analysis of R/C columns in biaxial bending; spreadsheet template of concrete box design; concrete mix design; and personal computer-aided design of post-tensioned slabs on expanding and compressible soils.

This ACI publication is intended to enhance the technological tools available for the correct, safe, and economic use of concrete.

 

Document Details

Publication Year: 1988

Pages: 84

ISBN: 9780870316098

Categories: Concrete Technology

Formats: PDF

Table of Contents

Fatigue Testing of Two Full-Size Pre-Cracked AASHTO Bridge Girders

Author(s): P. Zia, M. J. Kowalsky, G. C. Ellen, and S. E. Longo

Full-Scale Testing of Wacker Drive Viaduct Prototype

Author(s): J. Pearson, G. Klein, M. A. Issa, and S. Kaderbeck

Strongback Beam for 7-Wire Unbonded Monostrand Evaluation

Author(s): C. MacDougall and F. M. Bartlett

Full Scale Load Tests of Canada Place Pier, Vancouver

Author(s): O. S. Ooi, F. Bjork, G. J. Harrison, and N. A. Cumming

Flexural and Shear Strengthenings of RC Beams Using Carbon Fiber Reinforced Polymer Laminates

Author(s): C.-T. T. Hsu, W. Punurai, and Z. Zhang

Shear Tests on Beams Cut from ASR-Affected Bridge Decks

Author(s): J. A. den Uijl and N. Kaptijn

Pseudo-Dynamic and Forced Vibration Tests of a Full-Size Two-Story Reinforced High-Performance Concrete Building

P. Paultre, J. Proulx, S. Mousseau, T. Prevoust, and C. Savard

Lateral Load Tests of Unbonded Post-Tensioned Precast Concrete Walls

Author(s): F. J. Perez, S. Pessiki, R. Sause, and L.-W. Lu

Seismic Jacketing of RC Columns for Enhanced Axial Load Carrying Performance

Author(s): K.-C. Tsai and M.-L. Lin

Experimental and Analytical Studies on Large-Scale Reinforced Concrete Framed Shear Walls

Author(s): Y. J. Chiou, Y. L. Mo, F. P. Hsiao, Y. W. Liou, and M. S. Sheu

Seismic Performance of Outrigger Beam-Wall Connections

Author(s): B. M. Shahrooz, G. Tunc, and J. T. Deason

Effect of Openings on Structural Performance of Unreinforced Masonry Infilled Frames

Author(s): G. Al-Chaar, G. E. Lamb, and M. A. Issa

Repair of Large Scale Reinforced Concrete Framed Shear Walls with Opening

Y. J. Chiou, Y. W. Liou, Y. L. Mo, F. P. Hsiao, M. S. Sheu, and C. T. Shih

Test Set-Up for Testing Full Scale Continuous Reinforced Concrete Flat Slabs Under Vertical Loads

Author(s): A. G. Sherif and W. H. Dilger

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.

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