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  • 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.

International Concrete Abstracts Portal

Showing 1-5 of 14 Abstracts search results

Document: 

SP60-07

Date: 

January 1, 1979

Author(s):

T.I. Campbell, P.F. Csagoly, and A.C. Agarwal

Publication:

Symposium Papers

Volume:

60

Abstract:

Results from dynamic load tests on a number of highway bridges of various types are presented.

DOI:

10.14359/17374


Document: 

SP60-08

Date: 

January 1, 1979

Author(s):

A. P. Jeary and P.R. Sparks

Publication:

Symposium Papers

Volume:

60

Abstract:

Since 1973, the Building Research Establishment has been making observations of the dynamic behavior of a number of concrete structures as part of a research programme investigating the response of structures to wind excitation. . .The paper describes the experimental technique used in the vibrator tests and discusses the results obtained and their implications.

DOI:

10.14359/17375


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


Document: 

SP60-13

Date: 

January 1, 1979

Author(s):

Edward G. Nawy and Gajanan M. Sabnis

Publication:

Symposium Papers

Volume:

60

Abstract:

The references listed in the following pages cover a good selection of research papers and applications in the area of vibrations of structural elements and systems.

DOI:

10.14359/17380


Document: 

SP60-11

Date: 

January 1, 1979

Author(s):

Tarun R. Naik

Publication:

Symposium Papers

Volume:

60

Abstract:

Coal mine blasting data were collected at various sites. Each set of vibration data consisted of ground motions outside of a building and motions at a point inside the building. Both types of motions were recorded using a velocity transducer.

DOI:

10.14359/17378


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