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1

Power, Mark. Superstructure. London: HarperCollinsIllustrated, 2000.

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2

Delefosse, Jean. Gros oeuvre: Superstructure. 3rd ed. Paris: Eyrolles, 1990.

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3

Delefosse, Jean. Gros oeuvre: Superstructure. 3rd ed. Paris: Eyrolles, 1990.

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4

1936-, Chen Wai-Fah, and Duan Lian, eds. Bridge engineering: Superstructure design. Boca Raton, FL: CRC Press, 2003.

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5

Persis, Singh, ed. Superstructure: Collages and paintings. New York: Brooklyn Arts Press, 2010.

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6

Peadar, O'Donnell. Monkeys in the superstructure. Galway [Ireland]: Salmon Pub., 1986.

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7

Hankin, Ted. Base and superstructure in Marxist theory. Birmingham: University of Birmingham, 1989.

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8

Canadian Society of Civil Engineers., ed. The superstructure for the Lachine Bridge. [Montréal?: s.n., 1991.

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9

Markedness: The evaluative superstructure of language. Albany: State University of New York Press, 1990.

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10

O'Donnell, Peadar. Monkeys in the superstructure: Reminiscences of Peadar O'Donnell. New Docks, Galway: Salmon Publishing, 1986.

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11

Moon, Franklin, Nick Romano, David Masceri, John Braley, Naresh Samtani, Thomas Murphy, Lopez de Murphy, and Dennis R. Mertz. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25041.

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12

Moretz, William H. Ossiculoplasty with an intact stapes: Superstructure versus footplate prosthesis placement. Philadelphia: Published on behalf of the Triological Society by Lippincott Williams & Wilkins, 1998.

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13

Düringer, Adelbert. Microstructure development and incommensurate superstructure in strontium barium niobate ceramics. Manchester: UMIST, 1996.

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14

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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15

Sohanghpurwala, Ali Akbar. Manual on service life of corrosion-damaged reinforced concrete bridge superstructure elements. Washington, D.C: Transportation Research Board, 2006.

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16

Mackney, Michael D. A. Hull-superstructure interaction: Generic models, preprocessors, numerical and experimental models, and parametric studies. Portsmouth: School of Systems Engineering, 1993.

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17

D, Longo Paul, David Taylor Research Center, and Cold Regions Research and Engineering Laboratory (U.S.), eds. Ship superstructure icing data collection and instrument performance on USCGC Midgett Research Cruise. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1993.

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18

Kozubski, Rafał. "Order-order" reactions in Ni₃Al-based intermetallic compounds with L1₂-type superstructure. Kraków: Wyd. Uniwersytetu Jagiellońskiego, 1996.

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19

The artist as polyhistor: The intellectual superstructure in the work of Per Kirkeby. Aarhus, Denmark: Aarhus University Press, 2005.

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20

Steimer-Herbet, Tara. Classification des sépultures à superstructure lithique dans le Levant et l'Arabie occidentale: (IVe et IIIe millénaires avant J.-C.). Oxford, England: Archaeopress, 2004.

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21

Canadian Society of Civil Engineers., ed. The Quebec Bridge: Notes on the work of the St. Lawrence Bridge Company, in preparing the accepted design for the construction of the superstructure. [Québec?: s.n., 1994.

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22

Pyle, T. Corrosion of bus superstructure components: Results of research carried out as MERIWA Project No. 76 in the Centre for Materials Technology, Curtin University of Technology. East Perth, WA: Minerals and Energy Research Institute of Western Australia, 1991.

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23

Gal, Ofer. Meanest Foundations and Nobler Superstructures. Dordrecht: Springer Netherlands, 2002. http://dx.doi.org/10.1007/978-94-017-2223-0.

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24

Group, Conder. Conder SuperStructures: Quality assured construction. [Winchester?]: Conder Group plc, 1987.

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25

SuperStructures: The world's greatest modern structures. London: Merrell, 2004.

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26

A, Imbsen Roy, and Engineering Computer Corporation, eds. Thermal effects in concrete bridge superstructures. Washington, D.C: Transportation Research Board, National Research Council, 1985.

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27

Wacker, James P. Standard plans for timber bridge superstructures. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 2001.

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28

Wacker, James P. Standard plans for timber bridge superstructures. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, National Wood in Transportation Information Center, in cooperation with the U.S. Dept. of Transportation, Federal Highway Commission, 2001.

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29

Riley, Michael A. Energy dissipation devices for bridges with steel superstructures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2003.

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30

Dach, Benjamin Isaac. Designer Polymer Superstructures from Solid Phase "Click" Chemistry. [New York, N.Y.?]: [publisher not identified], 2012.

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31

American Association of State Highway and Transportation Officials., ed. AASHTO guide specifications: Thermal effects in concrete bridge superstructures. Washington, D.C: American Association of State Highway and Transportation Officials, 1989.

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32

Mamta. The struggle for hegemony: State, media, culture & other superstructures. Delhi: Samgra Publications, 2015.

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33

Superstructure. HarperCollins UK, 2000.

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34

Belmonte, Jack. The Superstructure. Voltaire Publishing, 2015.

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35

Bridge Superstructure. Alpha Science International, Ltd, 2006.

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36

(Editor), Colin Bassett, ed. Building Superstructure. 2nd ed. Longman, 1989.

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37

Ideology and Superstructure. Allison & Busby, 1985.

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38

Wilmshurst, W. L. The Superstructure Of Freemasonry. Kessinger Publishing, LLC, 2006.

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39

Taly, Narendra. Highway Bridge Superstructure Engineering. CRC Press, 2014. http://dx.doi.org/10.1201/b17784.

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40

Deharme, Ernest. Chemin de Fer: Superstructure. Creative Media Partners, LLC, 2018.

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41

Park, Sung H. Bridge Superstructure Design and Rehabilitation. S H Park, 2005.

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42

Duan, Lian, and Wai-Fah Chen. Bridge Engineering Handbook: Superstructure Design. Taylor & Francis Group, 2014.

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43

Duan, Lian, and Wai-Fah Chen. Bridge Engineering Handbook: Superstructure Design. Taylor & Francis Group, 2014.

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44

Cappelen, Herman. Metasemantics, Metasemantic Superstructure, and Metasemantic Base. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198814719.003.0005.

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This chapter introduces the topic of metasemantics, developing a distinction between a metasemantic base and a metasemantic superstructure. Conceptual engineering is concerned with the meanings of our representational devices. Representational devices have meanings in virtue of some facts; there is some fact that makes it the case that ‘snow’ means snow, for example. The metasemantic base consists of those make-it-the-case facts: the grounding facts for meaning and reference. The metasemantic superstructure consists in our beliefs, hopes, preferences, and so on about our meanings. Most theorists have attempted to practice conceptual engineering at the superstructure level: they have attempted to get us to think differently about our meanings. This approach is mistaken. To change meanings we need to change the grounding facts: we need to change the metasemantic base.
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45

Jakubowski, Franz. Ideology and Superstructure: In Historical Materialism. Not Applicable, 1985.

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46

Ideology and Superstructure in Historical Materialism. Pluto Press, 1990.

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47

Chen, Wai-Fah. Bridge Engineering Handbook, Second Edition: Superstructure Design. Taylor & Francis Group, 2014.

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48

Guyer, J. Introduction to Bridge Substructure and Superstructure Inspection. Independently Published, 2018.

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49

LLC, Tribune Content Agency. Jumble® Skyscraper: A Superstructure of Peerless Puzzles! Triumph Books, 2021.

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50

Gallicchio, Jason Richard. Multivariate Approach to Jet Substructure and Jet Superstructure. 2011.

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