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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:
SP60-02
Date:
January 1, 1979
Author(s):
J. Warwaruk
Publication:
Symposium Papers
Volume:
60
Abstract:
This paper reviews historical developments in deflection requirements and current deflection requirements as they relate to vibrations in structural members and buildings. A brief review of the building process itself is also presented.
DOI:
10.14359/17369
SP60
Editor: Gajanan M. Sabnis
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.
10.14359/14112
SP60-12
Timothy J. Fowler and A. Harry Karabins
Most industrial structures house or support large items of mechanical equipment. Because of this, industrial structures are particularly prone to vibration and care must be taken to avoid resonant vibrations, to provide damping, and to minimize transmission of vibration to other areas of the plant.
10.14359/17379
SP60-03
Robert A. Crist and James A. Shaver
Serviceability performance criteria for floor systems are discussed in terms of their static and dynamic components. Traditional static stiffness criteria are discussed along with a review of their strengths and weaknesses. Model performance criteria for serviceable floors are developed from a vibration veiwpoint. A new approach for future floor vibration criteria is described.
10.14359/17370
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
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