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Books on the topic 'Concrete slab bridge'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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1

Daly, Albert F. Assessment implications from tests on a model concrete beam and slab bridge. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Bridges Division, 1991.

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2

Merritt, David K. Construction of the Iowa Highway 60 precast prestressed concrete pavement bridge approach slab demonstration project. Ames, Iowa: Iowa Highway Research Board, 2007.

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3

Merritt, David K. Construction of the Iowa Highway 60 precast prestressed concrete pavement bridge approach slab demonstration project. Ames, Iowa: Iowa Highway Research Board, 2007.

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4

Soltesz, Steven M. Injected polyurethane slab jacking: Final report. Salem, OR: Oregon Dept. of Transportation, Research Group, 2002.

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5

Soltesz, Steven M. Injected polyurethane slab jacking: Interim report. Salem, OR: Oregon Dept. of Transportation, Research Group, 2000.

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6

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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7

Kramer, George. Slab, beam & girder bridges in Oregon: Historic context statement. Eugene, Or: Heritage Research Associates, 2004.

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8

Kramer, George. Slab, beam & girder bridges in Oregon: Historic context statement. Eugene, Or: Heritage Research Associates, 2004.

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9

Ostertag, Claudia. Use of fiber reinforced concrete in bridge approach slabs. Sacramento, Calif: California Dept. of Transportation, Division of Research and Innovation, 2008.

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10

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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11

Newhook, John Patrick. The behaviour of steel-free concrete bridge deck slabs under static loading conditions. Halifax, N.S: Nova Scotia CAD/CAM Centre, Dalhousie University, 1997.

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12

Ranzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.

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<p>Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. <p>The time-dependent response of concrete and its infl uence on the service behaviour and design of composite structures are the main focus of this SED. For the fi rst time, a publication combines a state-of-the-art review of the research with the available design specifi cations of Europe, Australia and New Zealand, and USA. This publication intends to enhance the awareness of the service response of composite structures and of the latest research and standards’ developments. It is aimed at designers and researchers alike. <p>The review of research available in open literature is provided and arranged according to structural typologies, i. e. slabs, beams, and columns. It serves as background information for current service design rules and provides insight into the most recent research advancements. The review of available design guidelines presents the similarities and differences of the recommended service design procedures infl uenced by concrete time effects. Selected case studies of building and bridge projects show possible design approaches and the rationale required when dealing with the time-dependent response and design of composite structures. The authors of this publication are design engineers and academics involved in the service design and research on the time-dependent response of composite structures.
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13

Offices, American Association Of State Highway and Transportation. Effective Slab Width for Composite Steel Bridge Members. Transportation Research Board National Resear, 2005.

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14

Sven, Kinnunen, and Fédération internationale du béton, eds. Punching of structural concrete slabs: Technical report. Lausanne, Switzerland: International Federation for Structural Concrete, 2001.

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15

Guidance for good bridge design: Guide to good practice. Lausanne, Switzerland: International Federation for Structural Concrete, 2000.

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16

The 2006-2011 World Outlook for Prestressed Concrete Products Excluding Bridge Beams and Solid and Hollow Cored Slabs and Panels. Icon Group International, Inc., 2005.

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17

Parker, Philip M. The 2007-2012 World Outlook for Prestressed Concrete Products Excluding Bridge Beams and Solid and Hollow Cored Slabs and Panels. ICON Group International, Inc., 2006.

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18

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Products Excluding Bridge Beams and Solid and Hollow Cored Slabs and Panels in India. ICON Group International, Inc., 2006.

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19

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Products Excluding Bridge Beams and Solid and Hollow Cored Slabs and Panels in Japan. ICON Group International, Inc., 2006.

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20

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Products Excluding Bridge Beams and Solid and Hollow Cored Slabs and Panels in the United States. ICON Group International, Inc., 2006.

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