International Concrete Abstracts Portal

International Concrete Abstracts Portal

Showing 1-5 of 14 Abstracts search results

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: 

SP60-09

Date: 

January 1, 1979

Author(s):

Donal W. Vannoy and Conrad P. Heins

Publication:

Symposium Papers

Volume:

60

Abstract:

The dynamic response of a large building floor system of a local college has been experimentally evaluated. The dynamic analysis of the floor indicates that the natural frequency and induced frequency are of the same order, thus the reason for the resonance problem. The dynamic analysis, experimental study, static analysis and recommendations for alleviating the resonance problem is discussed.

DOI:

10.14359/17376


Document: 

SP60-10

Date: 

January 1, 1979

Author(s):

Kenneth P. Akins, Jr., and Donald E. Dixon

Publication:

Symposium Papers

Volume:

60

Abstract:

Reliable methods for establishing limits on construction-related vibrations to minimize damage have been developed through the efforts of researchers.

DOI:

10.14359/17377


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


Document: 

SP60-12

Date: 

January 1, 1979

Author(s):

Timothy J. Fowler and A. Harry Karabins

Publication:

Symposium Papers

Volume:

60

Abstract:

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.

DOI:

10.14359/17379


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