Research Article
Jul 1981
Dynamic Properties of Residential Structures Subjected to Blasting Vibrations
Publication: Journal of the Structural Division
Volume 107, Issue 7
Abstract
The responses of 23 single family residences to motions from surface mining blasts were analyzed with Fourier power spectral density and transfer functions to determine their dynamic response properties. The fundamental frequency of the structural frames, which had an average value of 7.0 Hz, decreased with increasing height of the structure. The damping of these structures was observed to increase with increasing induced absolute motions. Walls vibrating in flexure had fundamental frequencies higher than those of the structural frames (12 Hz - 21 Hz). These results apply directly to the study of the response of structures subject to ground motions from mining activities, and are also useful for the study of response to earthquakes.
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Information
Published In
Journal of the Structural Division
Volume 107 • Issue 7 • July 1981
Pages: 1233 - 1249
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jul 1981
Published online: Feb 1, 2021
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Authors
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Charles H. Dowding
Assoc. Prof. of Civ. Engrg., Northwestern Univ., Evanston, Ill. 60201, and Faculty Assoc., United States Bureau of Mines
Philip D. Murray
Staff Engr., Skidmore Owings and Merril, Denver, Colo
Dimitrios K. Atmatzidis
Prof. of Civ. Engrg., Univ. of Patras, Patras, Greece
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.