International Concrete Abstracts Portal

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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 1-10 of 14 Abstracts search results

Document: 

SP36-13

Date: 

January 1, 1972

Author(s):

Zdenek P. Bazant, Martin Christensen

Publication:

Special Publication

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.

10.14359/17367


Document: 

SP36-12

Date: 

January 1, 1972

Author(s):

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

Publication:

Special Publication

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.

10.14359/17366


Document: 

SP36-11

Date: 

January 1, 1972

Author(s):

Riko Rossman

Publication:

Special Publication

Volume:

36

Abstract:

Shear-wall building structures are often symetric in plan and subjected to loads the result of which coincide with the structure's symmetry plane. To enable a simple, reasonably accurate analysis of these types of structures to be made in engineering offices, the author's continuous connection method for the analysis of simple perforated shear walls is extended to cover complete building structures.

10.14359/17365


Document: 

SP36-10

Date: 

January 1, 1972

Author(s):

A. Coull

Publication:

Special Publication

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.

10.14359/17364


Document: 

SP36-09

Date: 

January 1, 1972

Author(s):

A. Coull, N.W. Adams

Publication:

Special Publication

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.

10.14359/17363


Document: 

SP36-08

Date: 

January 1, 1972

Author(s):

P.J. Richter, D.P. Reddy, M.S. Agbabian

Publication:

Special Publication

Volume:

36

Abstract:

Earthquake resistant multistory reinforced concrete structures incorporate the principles of ductile moment resisting memebers.

10.14359/17362


Document: 

SP36-07

Date: 

January 1, 1972

Author(s):

Alex E. Cardenas, Donald D. Magura

Publication:

Special Publication

Volume:

36

Abstract:

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

10.14359/17361


Document: 

SP36-06

Date: 

January 1, 1972

Author(s):

C.M. Allen, L.G. Jaeger, V.C. Fenton

Publication:

Special Publication

Volume:

36

Abstract:

This paper presents a study of the behavior and design of ductile shear walls, limiting the study to those walls which behave as flexural members, the ductility of flexural members having been generally proved in tests and in practice in seismic regions. . .This paper is intended as a design aid for structural designers who are considering the use of shear walls in seismic regions.

10.14359/17360


Document: 

SP36-05

Date: 

January 1, 1972

Author(s):

Mark Fintel

Publication:

Special Publication

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.

10.14359/17359


Document: 

SP36-04

Date: 

January 1, 1972

Author(s):

Fazlur R. Khan, Hal S. Iyengar

Publication:

Special Publication

Volume:

36

Abstract:

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

10.14359/17358


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