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  • 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.

International Concrete Abstracts Portal

Showing 1-5 of 21 Abstracts search results

Document: 

SP59-19

Date: 

January 1, 1979

Author(s):

Arthur R. Anderson

Publication:

Symposium Papers

Volume:

59

Abstract:

The term "code" as used in the construction industry is not applicable in the same sense to the shipbuilding industry. . .This paper reviews the history of codes for concrete ships and discusses the Federation Internationale de la Precontrainte (FIP) report, "Considerations for Design of Prestressed Concrete Ships." Design of the Arco-Pertamina liquid petroleum gas facility is described briefly.

DOI:

10.14359/17780


Document: 

SP59-02

Date: 

January 1, 1979

Author(s):

Henri Mathieu

Publication:

Symposium Papers

Volume:

59

Abstract:

This paper is a summary of an important chapter of the CEB Safety Manual, published in 1975. It consists in a review of the general problems met about loads in the management of structural safety. It deals with the different qualitative classifications of actions, their idealizations and representative values. Other problems (e.g., combinations of actions specific problems during erection) are dealt with in other chapters of the manual.

DOI:

10.14359/17763


Document: 

SP59-11

Date: 

January 1, 1979

Author(s):

M.P. Nielsen

Publication:

Symposium Papers

Volume:

59

Abstract:

This paper reviews the basis for the current CEB provisions governing the punching shear strength of slabs as laid down in the CEB Bulletin d'Information, No. 111, which contains a draft of an international Model Code for structures in concrete. The Model Code is still under preparation, which means that changes might take place before the final edition.

DOI:

10.14359/17772


Document: 

SP59-10

Date: 

January 1, 1979

Author(s):

W. Gene Corley

Publication:

Symposium Papers

Volume:

59

Abstract:

This paper describeds design provisions for shear in two-way slabs. Specifically, requirements of Chapter 11 of the 1971 ACI Building Code (1) are discussed. To assist in understanding the design procedure, the history of these provisions and test data that form the basis for some of the requirements are described.

DOI:

10.14359/17771


Document: 

SP59-04

Date: 

January 1, 1979

Author(s):

G. Macchi

Publication:

Symposium Papers

Volume:

59

Abstract:

The C.E.B. concepts of Limit States are illustrated, as well as the choise of the verification in the space of load effects. Safety formulation based on partial coefficients is explained, with particular reference to the problem of nonlinear analysis of statically indeterminate structures and to the uncertainity of the statical model. A ductility condition for linear analysis with redistribution is described and the criteria of its derivation are outlined. The criteria for serviceability limit states are briefly summarized, with reference to cracking and to deflections.

DOI:

10.14359/17765


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