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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 14 Abstracts search results

Document: 

SP36-03

Date: 

January 1, 1972

Author(s):

Fazlur R. Khan, Navinchandra R. Amin

Publication:

Symposium Papers

Volume:

36

Abstract:

The behavior of framed tube structures is discussed from an overall structural system point of view. The influence of various structural parameters affecting tubular behavior is emphasized. The concept of the equivalent reduced plane frame modeling technique is used for developing a series of "influence" curves for the preliminary analysis and design. An example problem is worked out using these curves and the results are compared with a more exact solution of a computer analysis.

DOI:

10.14359/17357


Document: 

SP36

Date: 

January 1, 1972

Author(s):

Editors: Mark Fintel and James G. MacGregor

Publication:

Symposium Papers

Volume:

36

Abstract:

SP36 Presents selected papers dealing with the structural analysis and design of tall reinforced concrete buildings. Subjects covered include: frame-shear wall systems; framed tube structures, optimization, load distribution analysis, and symmetric shear wall analysis. Four papers dealing with various aspects of the problems of constructing tall buildings in sesmic areas are also included.

DOI:

10.14359/14089


Document: 

SP36-04

Date: 

January 1, 1972

Author(s):

Fazlur R. Khan, Hal S. Iyengar

Publication:

Symposium Papers

Volume:

36

Abstract:

The process of practical design optimization of high-rise concrete buildings is discussed from an overall systems point of view.

DOI:

10.14359/17358


Document: 

SP36-09

Date: 

January 1, 1972

Author(s):

A. Coull, N.W. Adams

Publication:

Symposium Papers

Volume:

36

Abstract:

A method is presented for the analysis of the distribution of lateral loads amongst the shear walls of a three-dimensional multi-storey [sic] building subjected to both bending and torsion.

DOI:

10.14359/17363


Document: 

SP36-05

Date: 

January 1, 1972

Author(s):

Mark Fintel

Publication:

Symposium Papers

Volume:

36

Abstract:

This paper presents a condensed state-of-the-art report on the philosophy underlying the design for earthquake resistance of multistory structures in reinforced concrete.

DOI:

10.14359/17359


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