Books on the topic 'Live loads Bridges'

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1

O'Connor, Colin. Bridge Loads. London: Taylor & Francis Group Plc, 2003.

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2

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

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3

Moses, Fred. Load capacity evaluation of existing bridges. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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4

McLean, David I. Dynamic impact factors for bridges. Washington, D.C: National Academy Press, 1998.

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5

Georgia. Department of Transportation. Evaluation of bridge load-bearing capacity estimation technology. [Georgia: Dept. of Transportation, 2008.

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6

A, Shaw Peter, ed. Bridge loads: An international perspective. London: Spon Press, 2000.

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7

G, Wassef Wagdy, Nowak Andrzej S, National Cooperative Highway Research Program, National Research Council (U.S.). Transportation Research Board, American Association of State Highway and Transportation Officials, and United States. Federal Highway Administration, eds. A comparison of AASHTO bridge load rating methods. Washington, D.C: Transportation Research Board, 2011.

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8

Xiao, Yilin. Analyses of reinforced concrete cantilever bridge decks under the live truck loads. Halifax: Nova Scotia CAD/CAM Centre, Dalhousie University, 1997.

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9

Dorton, Roger A. Methods for increasing live load capacity of existing highway bridges. Washington, D.C: National Academy Press, 1997.

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10

Beal, David B. Load capacity of jack arch bridges. Albany, N.Y: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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11

Moses, Fred. Calibration of load factors for LRFR bridge evaluation. Washington, D.C: National Academy Press, 2001.

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12

Qiao liang cheng zai li yan bian li lun ji qi ying yong ji shu. Beijing: Ke xue chu ban she, 2009.

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13

W, Goodpasture D., ed. Correlation of bridge load capacity estimates with test data. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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14

Roeder, C. W. Field measurements of dynamic wheel loads on modular expansion joints. [Olympia, Wash.]: Washington State Dept. of Transportation, 1995.

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15

Fanous, Fouad. Live load distribution on longitudinal glued-laminated timber deck bridges: Final report : conclusions and recommendations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 2010.

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16

Minor, John C. Condition surveys of concrete bridge components: User's manual. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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17

Barr, Paul. Live load distribution factors for Washington State SR 18/SR 516 overcrossing. [Olympia, Wash.]: Washington State Dept. of Transportation, 2000.

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18

Kissane, Robert J. Lateral restraint of non-composite beams. Albany, NY: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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19

Vehicle-bridge interaction dynamics: With applications to high-speed railways. Singapore: World Scientific, 2005.

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20

AASHTO LRFD bridge design specifications. Washington, DC: American Association of State Highway and Transportation Officials, 2010.

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21

Raimundo, Delgado, ed. Dynamics of high-speed railway bridges. London, UK: Taylor & Francis, 2008.

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22

Petersen, D. Lee. Recommended design specifications for live load distribution to buried structures. Washington, D.C: Transportation Research Board, 2010.

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23

Hawkins, Neil Middleton. Application of LRFD bridge design specifications to high-strength structural concrete: Shear provisions. Washington, D.C: Transportation Research Board, 2007.

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24

Sorensen, Harold C. Turner truck impact on Washington State bridges: Final report for Research Project GC8720-15, "Turner Truck Impact on Bridges". [Olympia, Wash.]: Washington State Dept. of Transportation, Washington State Transportation Commission, Transit, Research, and Intermodal Planning (TRIP) Division, Dept. of Transportation in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1992.

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25

Liu, Wen David. Redundancy in highway bridge substructures. Washington, D.C: National Academy Press, 2001.

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26

Roberts, Freddy L. Effects of hauling timber, lignite coal, and coke fuel on Louisiana highways and bridges. Baton Rouge, LA: Louisiana Transportation Research Center, 2005.

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27

Hag-Elsafi, Osman. Load testing for bridge rating: Route 32 over Plattekill Creek. Albany, N.Y: Transportation Research and Development Bureau, New York State Dept. of Transportation, 2006.

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28

Rui, Calçada, ed. Track-bridge interaction on high-speed railways. London, UK: Taylor & Francis, 2008.

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29

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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30

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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31

David, Cebon, Mitchell C. G. B, Queen's College (University of Cambridge), and University of Cambridge, eds. Heavy vehicles and roads: Technology, safety and policy : proceedings of the Third International Symposium on Heavy Vehicle Weights and Dimensions. London: T. Telford, 1992.

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32

International Symposium on Heavy Vehicle Weights and Dimensions (4th 1995 Ann Arbor, Mich.). Road transport technology, 4: Proceedings of the Fourth International Symposium on Heavy Vehicle Weights and Dimensions. Ann Arbor, MI: The Institute, 1995.

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33

Eitel, Amy. Development of a load test for the evaluation and rating of short-span reinforced concrete slab bridges. Cleveland, Ohio: Dept. of Civil Engineering, Case Western Reserve University, 2002.

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34

Gamble, W. L. Static response of three precast pretensioned concrete railroad bridges. Chicago, Ill: AAR Technical Center, 1995.

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35

Strengthening historic covered bridges to carry modern traffic. Hauppauge, NY, USA: Nova Science Publishers, 2009.

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36

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne: Transport and Road Research Laboratory, 1987.

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37

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne, Berkshire: Vehicles and Environment Division, Vehicles Group, Transport and Road Research Laboratory, 1987.

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38

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne, Berkshire: Vehicles and Environment Division, Vehicles Group, Transport and Road Research Laboratory, 1987.

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39

Mitchell, C. G. B. The effect of the design of goods vehicle suspensions on loads on roads and bridges. Crowthorne, Berks: Transport and Road Research Laboratory, Vehicles Group, Vehicle and Environment Division, 1987.

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40

AASHTO LRFD bridge construction specifications. Washington, D.C: American Association of State Highway and Transportation Officials, 1998.

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41

Officials, American Association of State Highway and Transportation. AASHTO LRFD bridge construction specifications. 3rd ed. Washington, D.C: American Association of State Highway and Transportation Officials, 2010.

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42

American Association of State Highway and Transportation Officials. AASHTO LRFD bridge construction specifications. 2nd ed. Washington, D.C: American Association of State Highway and Transportation Officials, 2004.

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43

Ramberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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<p>Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Differ­ent bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing.</p> <p>By the movement of a bridge, gaps are necessary between superstructure and substructure. Expansion joints fill the gaps, allowing traffic loads tobe carried and allowing all expected displacements with low resistance. Ex­pansion joints should provide a smooth transition, avoid noise emission as far as possible and withstand all mechanical actions and chemical attacks (de-icing) for a long time. A simple exchange of all wearing parts and of the entire expansion joint should be possible.</p> <p>The present volume provides a comprehensive survey of arrangement, construction and installation of bearings and expansion joints for bridges including calculation of bearing reactions and movements, analysis and design, inspection and maintenance. A long list of references deals with the subjects but also with aspects in the vicinity of bearings and expansion joints.</p> <p>This book is aimed at both students and practising engineers, working in the field of bridge design, construction, analysis, inspection, maintenance and repair.</p>
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44

Shinozuka, Masanobu. Verification of computer analysis models for suspension bridges. Irvine, Calif: University of California, Irvine, Dept. of Civil and Environmental Engineering, 2009.

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45

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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46

Bishop, Henry L. Rhode Island comparison truck size and weight limit laws to bridge formula limits. Providence, R.I: Rhode Island Dept. of Transportation, Planning Division, 1985.

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47

The manual for bridge evaluation. Washington, DC: American Association of State Highway and Transportation Officials, 2008.

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48

American Association of State Highway and Transportation Officials. AASHTO LRFD bridge design specifications, customary U.S. units. 4th ed. Washington, DC: American Association of State Highway and Transportation Officials, 2007.

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49

Fu, Gongkang. Bridge rating practices and policies for overweight vehicles. Washington, D.C: Transportation Research Board, 2006.

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50

United States. Congress. House. Committee on Transportation and Infrastructure. Subcommittee on Highways and Transit. Highway bridge inspections: Hearing before the Subcommittee on Highways and Transit of the Committee on Transportation and Infrastructure, House of Representatives, One Hundred Tenth Congress, first session, October 23, 2007. Washington: U.S. G.P.O., 2007.

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