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International Concrete Abstracts Portal

Showing 1-5 of 14 Abstracts search results

Document: 

SP36-10

Date: 

January 1, 1972

Author(s):

A. Coull

Publication:

Symposium Papers

Volume:

36

Abstract:

Design formulas are presented for the direct evaluation of the axial forces in the connecting beams and the shear forces in the walls of a coupled shear wall system.

DOI:

10.14359/17364


Document: 

SP36-01

Date: 

January 1, 1972

Author(s):

Alexander Popoff Jr.

Publication:

Symposium Papers

Volume:

36

Abstract:

This paper, in essentially the present form, was presented as an introduction to a three-hour discussion session at the 1971 Conference on the Behavior of Concrete Structural Systems.

DOI:

10.14359/17355


Document: 

SP36-07

Date: 

January 1, 1972

Author(s):

Alex E. Cardenas, Donald D. Magura

Publication:

Symposium Papers

Volume:

36

Abstract:

The results of a laboratory investigation on the strength of shear walls for high-risse buildings are presented.

DOI:

10.14359/17361


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


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