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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 19 Abstracts search results
Document:
SP53-11
Date:
January 1, 1977
Author(s):
V.V. Bertero and E.P. Popov
Publication:
Symposium Papers
Volume:
53
Abstract:
Results obtained from investigating the hysteretic behavior of flexural critical regions subjected to high and low shears, and of interior beam-column subassenblages of reinforced concrete ductile moment-resisting frames, are summarized and evaluated.
DOI:
10.14359/17700
SP53-18
H. Gallegos and R. Rios
This paper analyzes the authors' experience in repairing reinforced concrete buildings damaged by earthquakes. Buildings damaged by a first earthquake were repairedd and subsequently, those repaired buildings underwent the effects of second and third quakes. In some cases, those new seismic actions caused further damage which also had to be repaired.
10.14359/17707
SP53-06
Mark Fintel
Slender sheer walls in multistory buildings are discussed in this paper and answers are given to such questions as "Why do we need them?" and "What do we know about their design?". Also discussed are the historical development of the use of shear walls, their performance in earthquakes of the past 10 years (both good and bad), and finally, the available design information and our future needs in the area of design of shear walls for strength, stiffness and ductility, as well as needs in the area of analysis for the dynamic response of shear wall structures.
10.14359/17695
SP53-17
Lawerence G. Selna and John H. Lawder
The importance of overturning forces and biaxial repsonse is studied for 3D reinforced concrete frame structures subjected to biaxial inputs. A biaxial yield rule is used for the moment-curvature relation.
10.14359/17706
SP53-03
Ray W. Clough
Formulation of the dynamoc response equations for structures subjected to earthquakes is summarized, and techniques of accounting for the nonlinear cyclic loading behavior of reinforced concrete are mentioned.
10.14359/17692
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