Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems

Based on classic vibrational bending theory on beams, this paper provides comprehensive analytical formulae for dynamic characteristics of two equal span continuous timber flooring systems, including frequency equations, modal frequencies, and modal shapes. Four practical boundary conditions are con...

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Main Authors: Binsheng Zhang, Tony Kilpatrick
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/2981935
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author Binsheng Zhang
Tony Kilpatrick
author_facet Binsheng Zhang
Tony Kilpatrick
author_sort Binsheng Zhang
collection DOAJ
description Based on classic vibrational bending theory on beams, this paper provides comprehensive analytical formulae for dynamic characteristics of two equal span continuous timber flooring systems, including frequency equations, modal frequencies, and modal shapes. Four practical boundary conditions are considered for end supports, including free, sliding, pinned, and fixed boundaries, and a total of sixteen combinations of flooring systems are created. The deductions of analytical formulae are also expanded to two unequal span continuous flooring systems with pinned end supports, and empirical equations for obtaining the fundamental frequency are proposed. The acquired analytical equations for vibrational characteristics can be applied for practical design of two-span continuous flooring systems. Two practical design examples are provided as well.
format Article
id doaj-art-31a9a3b2522040c986baa1a7fe400566
institution Kabale University
issn 1070-9622
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language English
publishDate 2019-01-01
publisher Wiley
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series Shock and Vibration
spelling doaj-art-31a9a3b2522040c986baa1a7fe4005662025-02-03T01:30:00ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/29819352981935Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring SystemsBinsheng Zhang0Tony Kilpatrick1Department of Civil Engineering and Environmental Management, School of Computing, Engineering and Built Environment, Glasgow Caledonian University, Glasgow G4 0BA, UKDepartment of Civil Engineering and Environmental Management, School of Computing, Engineering and Built Environment, Glasgow Caledonian University, Glasgow G4 0BA, UKBased on classic vibrational bending theory on beams, this paper provides comprehensive analytical formulae for dynamic characteristics of two equal span continuous timber flooring systems, including frequency equations, modal frequencies, and modal shapes. Four practical boundary conditions are considered for end supports, including free, sliding, pinned, and fixed boundaries, and a total of sixteen combinations of flooring systems are created. The deductions of analytical formulae are also expanded to two unequal span continuous flooring systems with pinned end supports, and empirical equations for obtaining the fundamental frequency are proposed. The acquired analytical equations for vibrational characteristics can be applied for practical design of two-span continuous flooring systems. Two practical design examples are provided as well.http://dx.doi.org/10.1155/2019/2981935
spellingShingle Binsheng Zhang
Tony Kilpatrick
Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems
Shock and Vibration
title Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems
title_full Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems
title_fullStr Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems
title_full_unstemmed Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems
title_short Vibrational Modal Frequencies and Shapes of Two-Span Continuous Timber Flooring Systems
title_sort vibrational modal frequencies and shapes of two span continuous timber flooring systems
url http://dx.doi.org/10.1155/2019/2981935
work_keys_str_mv AT binshengzhang vibrationalmodalfrequenciesandshapesoftwospancontinuoustimberflooringsystems
AT tonykilpatrick vibrationalmodalfrequenciesandshapesoftwospancontinuoustimberflooringsystems