Vibration criteria for historic buildings

Walter Konon; John R. Schuring

doi:10.1061/(ASCE)0733-9364(1985)111:3(208)

Vibration criteria for historic buildings

Walter Konon, John R. Schuring

Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

22 Scopus citations

Abstract

The 2.0 in./sec (50 mm/s) peak particle velocity criterion traditionally used to protect structures from construction-induced vibration damage is nonconservative for historic and sensitive older buildings. The relevant parameters which must be considered in establishing vibration criteria for historic and sensitive older buildings are examined. Existing criteria by past investigators are reviewed and a new criterion for this class of structure is recommended.

Original language	English (US)
Pages (from-to)	208-215
Number of pages	8
Journal	Journal of Construction Engineering and Management
Volume	111
Issue number	3
DOIs	https://doi.org/10.1061/(ASCE)0733-9364(1985)111:3(208)
State	Published - Sep 1985

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Building and Construction
Industrial relations
Strategy and Management

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10.1061/(ASCE)0733-9364(1985)111:3(208)

Cite this

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title = "Vibration criteria for historic buildings",

abstract = "The 2.0 in./sec (50 mm/s) peak particle velocity criterion traditionally used to protect structures from construction-induced vibration damage is nonconservative for historic and sensitive older buildings. The relevant parameters which must be considered in establishing vibration criteria for historic and sensitive older buildings are examined. Existing criteria by past investigators are reviewed and a new criterion for this class of structure is recommended.",

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AB - The 2.0 in./sec (50 mm/s) peak particle velocity criterion traditionally used to protect structures from construction-induced vibration damage is nonconservative for historic and sensitive older buildings. The relevant parameters which must be considered in establishing vibration criteria for historic and sensitive older buildings are examined. Existing criteria by past investigators are reviewed and a new criterion for this class of structure is recommended.

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Vibration criteria for historic buildings

Abstract

All Science Journal Classification (ASJC) codes

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