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International Concrete Abstracts Portal

Showing 1-5 of 14 Abstracts search results

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: 

SP36-03

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: 

SP36-04

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: 

SP36-07

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: 

SP36-10

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


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