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International Concrete Abstracts Portal

Showing 1-5 of 17 Abstracts search results

Document: 

SP33-14

Date: 

January 1, 1972

Author(s):

V. Ramakrishnan

Publication:

Symposium Papers

Volume:

33

Abstract:

Presents general computer programs for determining the ultimate load for any type of reinforced concrete indeterminate structure by using the limit state design procedure suggested by Baker.

DOI:

10.14359/17664


Document: 

SP33-01

Date: 

January 1, 1972

Author(s):

J.M. Biggs, R.D. Logcher and Harry N.Wenke

Publication:

Symposium Papers

Volume:

33

Abstract:

Describes the complete reinforced capabilities in the STRUDL II (the Structuraal Design Language) subsystem of the ICES (Integrated Civil Engineering) computer software system.

DOI:

10.14359/17651


Document: 

SP33-07

Date: 

January 1, 1972

Author(s):

Stanley Dean Lindsey, Jack Richard Horner and William H. Rowan, Jr.

Publication:

Symposium Papers

Volume:

33

Abstract:

Modern computer developments have brought the digital computer to the engineer's fingetips by means of a remote console connection with a time sharing computer system. It is the purpose of this paper to analyze the adaption of such calculation capacity to the design problems imposed upon the engineer.

DOI:

10.14359/17657


Document: 

SP33-11

Date: 

January 1, 1972

Author(s):

John P. Anderson and C.Raymond Hays

Publication:

Symposium Papers

Volume:

33

Abstract:

Vibration problems occuring in machine foundation systems are described and three case histories illustrating typical problems of this sort in the design of compressor foundations are discussed.

DOI:

10.14359/17661


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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