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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:
SP60
Date:
January 1, 1979
Author(s):
Editor: Gajanan M. Sabnis
Publication:
Symposium Papers
Volume:
60
Abstract:
SP60 This volume deals with dynamic deflections of concrete structures. The collection of 12 papers leads off with a review of the state of the art. Other subjects include: vibration criteria for long-span concrete floors, dynamic characteristics of reinforced concrete buildings, estimation of dynamic stressing of floors and buildings due to shocks and blasting, frequency matching in continuous post-tensioned bridges, dynamic sway characteristics of structures, dynamic response of noncomposite metal deck floor system, concrete structures and construction vibrations, prediction of damage to low-rise buildings due to vibrations created by blasting, vibration performance of industrial buildings. A bibliography is included.
DOI:
10.14359/14112
SP60-01
Gajanan M. Sabnis
Various aspects of vibrations of concrete structures are presented to set the stage for the rest of the symposium.
10.14359/17368
SP60-07
T.I. Campbell, P.F. Csagoly, and A.C. Agarwal
Results from dynamic load tests on a number of highway bridges of various types are presented.
10.14359/17374
SP60-06
R. Gasch and P. Klippel
Traffic in towns, quarry blasting near to towns often cause dynamic loads in buildings like residental houses which are designed for static loads only. . .In this paper it is shown by an analytical approach and numerical time history calculations for beams and beam systems that the vibration velocity is the best kinematic quantity for stress-evaluation.
10.14359/17373
SP60-05
John A. Blume and Kenneth K. Honda
Large amounts of data have been collected on the response of high-rise buildings and test structures to ground motion generated by UNEs. These, couple with the response behavior of high-rise buildings to San Fernando's earthquake of 1971, provided unique opportunities to evaluate the behavior of reinforced concrete buildings responding to lateral motion. Some of the findings follow.
10.14359/17372
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