Predicting footfall-induced vibration: Part 2
This is the second part of a two-part paper which reviews methods that are currently available for the prediction of footfall-induced vibration in structures. Part 1 considered methods appropriate for floors and bridges with vertical natural modes below 10 Hz. Part 2 considers floors with a first vertical mode over 10 Hz. The theoretical basis, complexity, robustness, reliability and limitations of four different predictive techniques are considered here. (A)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/09650911
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Authors:
- WILLFORD, P
- Young, P
- FIELD, C
- Publication Date: 2007-4
Language
- English
Media Info
- Pagination: 73-79
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Serial:
- PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS. STRUCTURES AND BUILDINGS
- Volume: 160
- Issue Number: 2
- Publisher: Thomas Telford Limited
- ISSN: 0965-0911
Subject/Index Terms
- TRT Terms: Bridges; Forecasting; Frequency (Electromagnetism); General surface features of the earth; Geomorphology; Mathematical models; Methodology; Tests; Theory; Vibration; Walking
- ITRD Terms: 3455: Bridge; 132: Forecast; 6997: Frequency; 6473: Mathematical model; 9102: Method; 4076: Structure (geomorphol); 6255: Test; 9078: Theory; 5558: Vibration; 758: Walking
- Subject Areas: Bridges and other structures; Construction; Design; Pedestrians and Bicyclists; I24: Design of Bridges and Retaining Walls; I53: Construction of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01050738
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- Files: ITRD
- Created Date: Jun 5 2007 12:02AM