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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
Date:
January 1, 1977
Author(s):
Editors: Neil M. Hawkins and Denis Mitchell
Publication:
Symposium Papers
Volume:
53
Abstract:
SP53 A collection of 19 papers covering research and design related to performance of concrete structures in seismic zones. Conceptual problems are dealt with. Dynamic analysis and mathematical modeling receives attention. Basic design concepts for shearwall structures are covered. Eight papers deal primarily with reinforced concrete component behavior, with three reports dealing with beam-column joints. Analysis and evaluation of research results is related to design considerations. Repair of earthquake-damaged structures is also described.
DOI:
10.14359/14106
SP53-14
C.H. Henager
Tests were made of ductile concrete joint designed to minimize steel congestion common to seismic-resistant building joints. An experimental comparision was conducted on two, full-sized, beam-column joints.
10.14359/17703
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
SP53-04
M. Yamada and H. Kawamura
It is proposed that the aseismic capacity of a reinforced concrete structures is the steady state resonance capacity for an idealized one mass model of that structure subjected to a sinusoidal forced vibration.
10.14359/17693
SP53-05
Polat Gulkan and Mete A. Sozen
Two basic characteristics of reinforced concrete structures play an important role in determining response to strong ground motions. They are the changes in (a) stiffness and (b) energy dissipation capacity. Both can be related to the maximum displacement.
10.14359/17694
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