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Books on the topic 'Bridge vibration'

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Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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1

Xia, H., G. de Roeck, and José M. Goicolea. Bridge vibration and controls: New research. Hauppauge, N.Y: Nova Science Publisher's, 2011.

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2

Authority, San Francisco County Transportation. Doyle Drive: South access to the Golden Gate Bridge : final noise and vibration study. San Francisco: San Francisco County Transportation Authority, 2004.

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3

de Sá Caetano, Elsa. Cable Vibrations in Cable-Stayed Bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/sed009.

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<p>The fifty years of experience of construction of cable-stayed bridges since their establishment as a new category among the classical types have brought an immense progress, ranging from design and conception to materials, analysis, construction, observation and retrofitting. The growing construction of cable-stayed bridges has also triggered researchers’ and designers’ attention to the problem of cable vibrations. Intensive research has been developed all over the world during the last two decades as a consequence of the numerous cases of cable vibrations exhibited by all types of cable-stayed bridges.<p>Despite the increased knowledge of the various vibration phenomena, most of the outcomes and research results have been published in journals and conference proceedings and scarce information is currently provided by the existing recommendations and codes. <p>The present book provides a comprehensive survey on the governing phenomena of cable vibration, both associated with direct action of wind and rain: buffeting, vortex-shedding, wake effects, rain-wind vibration; and resulting from the indirect excitation through anchorage oscillation: external and parametric excitation. Methodologies for assessment of the effects of those phenomena are presented and illustrated by practical examples. Control of cable vibrations is then discussed and state-of-art results on the design of passive control devices are presented. <p>The book is complemented with a series of case reports reflecting the practical approach shared by experienced designers and consultants: Yves Bournand (VSL International), Chris Geurts (TNO), Carl Hansvold (Johs. Holt), Allan Larsen (Cowi) and Randall Poston (WDP & Associates).
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4

Caetano, Elsa de Sá, 1965- and International Footbridge Conference (3rd : 2008 : Porto, Portugal), eds. Footbridge vibration design. Boca Raton: CRC Press, 2009.

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5

Issa, Mohsen A. Construction loads and vibrations. [Edwardsville, IL]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.

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6

International Association for Bridge and Structural Engineering., ed. Cable vibrations in cable-stayed bridges. Zürich, Switzerland: IABSE, 2007.

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7

Guan, Hong. Vibration-based structural health monitoring of highway bridges. La Jolla, CA: Dept. of Structural Engineering, University of California, San Diego, 2008.

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8

Guan, Hong. Vibration-based structural health monitoring of highway bridges. La Jolla, CA: Dept. of Structural Engineering, University of California, San Diego, 2008.

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9

Dynamics of railway bridges. London: T. Telford, 1996.

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10

1969-, Kim Hongjin, ed. Wavelet-based vibration control of smart buildings and bridges. Boca Raton: Taylor & Francis, 2009.

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11

Wood, Michael George. Damage analysis of bridge structures using vibrational techniques. Birmingham: Aston University. Department of Mechanical Engineering, 1992.

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12

International Workshop Wave 2000 (13-15 December 2000 Bochum, Germany). Wave 2000: Wave propagation, moving load, vibration reduction. Rotterdam, Netherlands: A.A. Balkema, 2000.

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13

Frýba, Ladislav. Dynamika železničních mostů. Praha: Academia, 1992.

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14

International Modal Analysis Conference (28th 2010 Jacksonville, Fla.). Dynamics of bridges: Proceedings of the 28th IMAC, a conference on structural dynamics, 2010. Edited by Proulx Tom (Thomas William). New York: Springer, 2011.

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15

Willford, M. R. A design guide for footfall induced vibration of structures: [a tool for designers to engineer the footfall vibration characteristics of buildings or bridges]. Camberley: Concrete Society for The Concrete Centre, 2006.

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16

Ren xing qiao de zhen dong yu dong li she ji: Vibration and dynamic design of footbridges. Beijing Shi: Ren min jiao tong chu ban she, 2009.

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17

Alliance, National Steel Bridge. V-load analysis: An approximate procedure, simplified and extended, for determining moments and shears in designing horizontally-curved open-framed highway bridges. Chicago, Ill: National Steel Bridge Alliance, 1996.

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18

Kōtsū nettowāku o sasaeru menshin to seishin no gijutsu: Menshin design and vibration control design for transportaion facilities. Tōkyō: Doboku Gakkai, 2012.

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19

service), SpringerLink (Online, ed. Topics in Dynamics of Bridges, Volume 3: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013. New York, NY: Springer New York, 2013.

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20

McLean, David I. Seismic analysis of the westbound lanes of the I-90 bridges crossing Mercer Slough. [Olympia, Wash.]: Washington State Dept. of Transportation, 1994.

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21

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Project summary report. Helena, Mont: Montana Dept. of Transportation, 2005.

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22

Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Final report. Helena]: Montana Dept. of Transportation, 2005.

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23

Kramer, Steven L. Seismic response: Foundations in soft soils : final technical report, Research Project GC 8719, Task 25, Seismic soft soils. [Olympia, Wash.?]: Washington State Dept. of Transportation, Washington State Transportation Commission, Transit, Research, and Intermodal Planning (TRIP) Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1993.

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24

Woods, Richard D. Dynamic effects of pile installations on adjacent structures. Washington, D.C: National Academy Press, 1997.

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25

(Firm), URS Greiner Woodward-Clyde, Parsons, Brinckerhoff, Quade & Douglas., and California. Dept. of Transportation. District 4., eds. Noise & vibration study: San Francisco-Oakland Bay Bridge east span seismic safety project. 3rd ed. [Oakland, Calif: Calif. Dept. of Transportation], 1998.

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26

Paeglīte, Ilze. Kustīgās slodzes dinamiskās iedarbes uz autoceļu tiltiem eksperimentāla izpēte un novērtējums. RTU Press, 2021. http://dx.doi.org/10.7250/9789934227028.

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Using data obtained from the dynamic load testing of bridges a method was developed to evaluate level of the dynamic performance without performing a dynamic load test. In this method a dynamic index of the bridge is calculated. Dynamic index allows to evaluate the dynamic performance level of existing and new structures taking into account such bridge parameters as span length / height ratio, natural frequency, vibration damping coefficient, relative deflection and international roughness index IRI. Dynamic index method can be used by bridge owners and maintainers to determine the dynamic potential of a particular bridge. The maximum allowable values of the dynamic amplification factor for standard prestressed concrete beam bridges were determined. These values were calculated for maximum allowed traffic load in Latvia. The obtained results can be used for the safety assessment of existing and reconstructed reinforced concrete beam bridges.
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27

Ambient Vibration Monitoring. Wiley, 2005.

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28

Wenzel, Helmut, and Dieter Pichler. Ambient Vibration Monitoring. Wiley & Sons Australia, Limited, John, 2005.

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29

Wenzel, Helmut, Dieter Pichler, and H. Wenzel. Ambient Vibration Monitoring. Wiley & Sons, Incorporated, John, 2005.

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30

Wenzel, Helmut, and Dieter Pichler. Ambient Vibration Monitoring. Wiley & Sons, Incorporated, John, 2007.

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31

Wenzel, Helmut, and Dieter Pichler. Ambient Vibration Monitoring. Wiley & Sons, Incorporated, John, 2005.

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32

Wenzel, Helmut, Dieter Pichler, and Robert Veit-Egerer. Ambient Vibration Monitoring. Wiley & Sons, Incorporated, John, 2019.

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33

Wenzel, Helmut, Dieter Pichler, and Robert Veit-Egerer. Ambient Vibration Monitoring. Wiley & Sons, Incorporated, John, 2019.

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34

Cunha, Alvaro, Joël Raoul, Elsa Caetano, and Wasoodev Hoorpah. Footbridge Vibration Design. Taylor & Francis Group, 2009.

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35

Cunha, Alvaro, Joël Raoul, Elsa Caetano, and Wasoodev Hoorpah. Footbridge Vibration Design. Taylor & Francis Group, 2017.

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36

Cunha, Alvaro, Joël Raoul, Elsa Caetano, and Wasoodev Hoorpah. Footbridge Vibration Design. Taylor & Francis Group, 2009.

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37

D, Carver, Winslow B, United States. National Park Service., and Geological Survey (U.S.), eds. Bonito vibration test: Chaco Culture Historical Park. Denver, CO: U.S. Geological Survey, 1991.

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38

David, Carver, Winslow B, United States. National Park Service., and Geological Survey (U.S.), eds. Bonito vibration test: Chaco Culture Historical Park. Denver, CO: U.S. Geological Survey, 1991.

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39

Levin, Monica. The Body-Soul Bridge Vibrational Imprints Supply. Independently Published, 2019.

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40

Inglis, C. E. Mathematical Treatise on Vibrations in Railway Bridges. University of Cambridge ESOL Examinations, 2015.

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41

Cai, Steve C. S., Xueying Zou, and Deng Lu. Highway Vehicle-Bridge Coupled Vibrations: Numerical Simulations and Applications. World Scientific Publishing Co Pte Ltd, 2020.

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42

Kim, Hongjin, and Hojjat Adeli. Wavelet-Based Vibration Control of Smart Buildings and Bridges. Taylor & Francis Group, 2022.

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43

Kim, Hongjin, and Hojjat Adeli. Wavelet-Based Vibration Control of Smart Buildings and Bridges. Taylor & Francis Group, 2022.

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44

Kim, Hongjin, and Hojjat Adeli. Wavelet-Based Vibration Control of Smart Buildings and Bridges. Taylor & Francis Group, 2022.

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45

Wavelet-Based Vibration Control of Smart Buildings and Bridges. Taylor & Francis Group, 2022.

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46

G, Bondarʹ N., and Dnipropetrovsʹkyĭ instytut inz͡h︡eneriv zaliznychnoho transportu imeni M.I. Kalinina. Kafedra "Mosty.", eds. Teorii͡a︡ kolebaniĭ, dinamika i statika mostov: Mezhvuzovskiĭ sbornik nauchnykh trudov. Dnepropetrovsk: Dnepropetrovskiĭ in-t inzhenerov zhel-dor. transporta im. M.I. Kalinina, 1991.

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47

Nondestructive assessment of single-span timber bridges using a vibration-based method. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, in cooperation with the United States Dept. of Transportation, Federal Highway Administration, 2005.

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48

Cunha, Alvaro. Topics in Dynamics of Bridges, Volume 3: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013. Springer, 2016.

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49

Cunha, Alvaro. Topics in Dynamics of Bridges, Volume 3: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013. Springer, 2013.

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50

England, Highways. Design Manual for Roads and Bridges : Discipline : Sustainability and Environment, Lifecycle : Appraisal, la 111: Noise and Vibration. Stationery Office, The, 2020.

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