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International Concrete Abstracts Portal

Showing 1-5 of 17 Abstracts search results

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: 

SP33-01

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: 

SP33-05

Date: 

January 1, 1972

Author(s):

William C. Cowan

Publication:

Symposium Papers

Volume:

33

Abstract:

A comprehensive indeterminate structural analysis program and several time-sharing programs used for the structural analysis and concrete design of Grand Coulee Third Powerplant are described.

DOI:

10.14359/17655


Document: 

SP33-15

Date: 

January 1, 1972

Author(s):

Manoranjan Das, Kanchit Malaivongs, and R.B.L. Smith

Publication:

Symposium Papers

Volume:

33

Abstract:

A simple computer program is described for the yield line solution of isotropic and orthotropic reinforced concrete slabs based on a simplex routine. It is illustrated by examples and it is used to compare the effects of simplifications to the yield line patterns. It is available in Fortran and Atlas autocode versions.

DOI:

10.14359/17665


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


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