International Concrete Abstracts Portal

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Showing 1-5 of 18 Abstracts search results

Document: 

SP28-13

Date: 

January 1, 1971

Author(s):

W.C. Schnobrich

Publication:

Symposium Papers

Volume:

28

Abstract:

The state of the art of the analysis of hyperbolic parabolid shells is discussed.

DOI:

10.14359/17161


Document: 

SP28-14

Date: 

January 1, 1971

Author(s):

A. Siev

Publication:

Symposium Papers

Volume:

28

Abstract:

General considerations of design and use of materials are discussed. A report is given on methods of analysis, and also on wind pressures and flutter.

DOI:

10.14359/17162


Document: 

SP28-15

Date: 

January 1, 1971

Author(s):

Ray W. Clough and C. Philip Johnson

Publication:

Symposium Papers

Volume:

28

Abstract:

The paper summarizes the finite element analysis procedure and discusses the approximations that are introduced in the analysis of thin shell structures. A wide range of different finite elements that have been developed for the analysis of thin shells are described, including both curved as well as planar types. Comparative performances of the different elements in the analysis of several example shell structures are described. Some conclusions are drawn with respect to the relative merit of the various elements.

DOI:

10.14359/17163


Document: 

SP28-16

Date: 

January 1, 1971

Author(s):

Fred E. Peterson and Raif Kulunk

Publication:

Symposium Papers

Volume:

28

Abstract:

This paper describes the general input and output requirements of a propritary computer program called EASE.*

DOI:

10.14359/17164


Document: 

SP28-17

Date: 

January 1, 1971

Author(s):

Senol Utku

Publication:

Symposium Papers

Volume:

28

Abstract:

This paper summarizes the mathematical formulation, the numerical method of solution, and the design features of a program (ELAS) for the in-core solution of linear equilibrium problems of structural mechanics.

DOI:

10.14359/17165


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