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Books on the topic 'Loading bridges'

Author: Grafiati
Published: 4 June 2021
Last updated: 8 February 2022

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1

Stone, W. C. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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2

Gutkowski, Richard M. Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members. Mountain-Plains Consortium, 2007.

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3

I, Bush David, Tsang Neil C. M, Great Britain Highways Agency, and Imperial College of Science, Technology, and Medicine (Great Britain), eds. Integral bridges: A fundamental approach to the time-temperature loading problem. Telford, 2000.

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4

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

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5

Hachem, Mahmoud M. Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading. Pacific Earthquake Engineering Research Center, 2003.

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6

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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7

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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8

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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9

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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10

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

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11

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. Montana Dept. of Transportation, 2005.

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12

Stone, William C. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. National Institute of Standards and Technology, 1989.

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13

Traffic Loading on Highway Bridges. Thomas Telford, Ltd, 2003.

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14

T. Michaltsos, George, and Ioannis G. Raftoyiannis, eds. Bridges’ Dynamics. BENTHAM SCIENCE PUBLISHERS, 2012. http://dx.doi.org/10.2174/97816080522021120101.

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Bridges’ Dynamics covers the historical review of research and introductory mathematical concepts related to the structural dynamics of bridges. The e-book explains the theory behind engineering aspects such as 1) dynamic loadings, 2) mathematical concepts (calculus elements of variations, the d’ Alembert principle, Lagrange’s equation, the Hamilton principle, the equations of Heilig, and the δ and H functions), 3) moving loads, 4) bridge support mechanics (one, two and three span beams), 5) Static systems under dynamic loading 6) aero-elasticity, 7) space problems (2D and 3D) and 8) absorb sy
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15

Organisation for Economic Co-operation and Development., ed. Dynamic loading of pavements: Report. Organisation for Economic Co-operatiion and Development, 1992.

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16

Bridge Engineering: Classifications, Design Loading, and Analysis Methods. Elsevier Science & Technology Books, 2017.

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17

A, Brown D., National Cooperative Highway Research Program., National Research Council (U.S.). Transportation Research Board., and American Association of State Highway and Transportation Officials., eds. Static and dynamic lateral loading of pile groups. National Academy Press, 2001.

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18

1931-, Fisher John W., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Resistance of welded details under variable amplitude long-life fatigue loading. Transportation Research Board, National Research Council, 1993.

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19

Anwar, Ahsani Fauzan. The comparison of different analysis methods and loading standards on the longitudinal moments in simply supported bridges. 1995.

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20

Center, Turner-Fairbank Highway Research, and Bridge Weighing Systems Inc, eds. Loading spectrum experienced by bridge structures in the United States. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1985.

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21

Tavassoly, Hamid. A comparison of bridge loading & bridge design requirements of the British Standards, Eurocodes and American Standards. 1996.

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