International Concrete Abstracts Portal

Showing 1-5 of 17 Abstracts search results

Document: 

SP33-13

Date: 

January 1, 1972

Author(s):

James A. Barker, Martin L. Moody and Chuan C. Feng

Publication:

Symposium Papers

Volume:

33

Abstract:

A computer program is developed which will check reinforced concrete beam designs against the ACI 318-63 Code and print out warnings of any violations. At present the routine to check the flexure and bond requirements for rectangular beams is complete.

DOI:

10.14359/17663


Document: 

SP33

Date: 

January 1, 1972

Author(s):

Editors: A.M. Lount and V.M. Malhotra

Publication:

Symposium Papers

Volume:

33

Abstract:

SP33 Examines three general aspects: (1) computer systems, (2) typical design applications, and (3) computer graphics applications. Written to give the reader an indication and appreciation of the trends in computer usage, the selected papers provide an overview of the contribution computers are making and perhaps more important, could be making to the practice of structural engineering in concrete. This comprehensive volume includes 17 papers covering: proportioning of concrete mixes; structural analysis of slabs, mass concrete, and machine foundations; design optimization; design of buildings, bridges, and beams; and an appendix listing computer program information available through ACI.

DOI:

10.14359/14086


Document: 

SP33-08

Date: 

January 1, 1972

Author(s):

Stanley W. Woods and Leon J. Schuchardt

Publication:

Symposium Papers

Volume:

33

Abstract:

This paper describes and discusses the utilization of computer and plotter by the Wisconsin Bridge Section for producing designs and engineering drawings of bridge abutments and box culverts. Development of existing systems and planned systems is discussed.

DOI:

10.14359/17658


Document: 

SP33-09

Date: 

January 1, 1972

Author(s):

Carl Berwanger and Takashi Fujii

Publication:

Symposium Papers

Volume:

33

Abstract:

This paper presents an optimaization procedure, for the design of reinforced concrete structures, that employs linear programming in its solution. The objective funtion may take the form of a linear weight or cost relationship for the structure.

DOI:

10.14359/17659


Document: 

SP33-12

Date: 

January 1, 1972

Author(s):

Randbir S. Sandhu and Edward L. Wilson

Publication:

Symposium Papers

Volume:

33

Abstract:

A ditigal computer program using the finite element method for stress and displacement analysis of mass concrete structures is developed allowing for incremental construction, temperature changes, creep and different elastic and creep properties in tension and compression.

DOI:

10.14359/17662


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