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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: 

SP36-04

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: 

SP36-02

Date: 

January 1, 1972

Author(s):

Arnaldo T. Derecho

Publication:

Symposium Papers

Volume:

36

Abstract:

This paper briefly reviews some aspects involved in the planning and analysis of frames and frame-shearwall systems, with particular reference to the lateral-load-resisting function. The basic structural systems commonly used in the high-rise building are examined and a discussion of frame-shearwall behavior as well as some simplifying assumptions used in their analysis is presented. Areas requiring further study are indicated.

DOI:

10.14359/17356


Document: 

SP36-13

Date: 

January 1, 1972

Author(s):

Zdenek P. Bazant, Martin Christensen

Publication:

Symposium Papers

Volume:

36

Abstract:

Large regular frames under initial axial forces may be approximated by a continuum which is identical with Eringen's micropolar continuum. The finite difference method is then applied to the continuum problem.

DOI:

10.14359/17367


Document: 

SP36-12

Date: 

January 1, 1972

Author(s):

D.R. Green, I.A. Macleod, R.S. Girardau

Publication:

Symposium Papers

Volume:

36

Abstract:

Many shear walls are supported on beams which span onto columns. The redistribution of loading at the base of such a wall causes axial tension, shear and bending moments in the support beam. This paper develops equations whereby these force actions can be readily estimated.

DOI:

10.14359/17366


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