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Home > Publications > International Concrete Abstracts Portal
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.
Showing 1-5 of 14 Abstracts search results
Document:
SP36-08
Date:
January 1, 1972
Author(s):
P.J. Richter, D.P. Reddy, M.S. Agbabian
Publication:
Symposium Papers
Volume:
36
Abstract:
Earthquake resistant multistory reinforced concrete structures incorporate the principles of ductile moment resisting memebers.
DOI:
10.14359/17362
SP36-06
C.M. Allen, L.G. Jaeger, V.C. Fenton
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
SP36-03
Fazlur R. Khan, Navinchandra R. Amin
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.
10.14359/17357
SP36-12
D.R. Green, I.A. Macleod, R.S. Girardau
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
SP36-13
Zdenek P. Bazant, Martin Christensen
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
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