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1

Kwieciński, Marek. Collapse load design of slab-beam systems. Chichester, West Sussex, England: Ellis Horwood, 1989.

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2

American Concrete Institute. Committee 352. Recommendations for design of slab-column connections in monolithic reinforced concrete structures. [Detroit]: American Concrete Institute, 1988.

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3

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

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4

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

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5

Gibbs, Robert J. Comparative study of design methods for two-way reinforced concrete slab systems: An engineering report in civil engineering. Springfield, Va: Available from the National Technical Information Service, 1990.

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6

L, Gamble W., ed. Reinforced concrete slabs. 2nd ed. New York: Wiley, 2000.

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7

360, American Concrete Institute Committee. Design of slabs on grade. Detroit: American Concrete Institute, 1992.

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8

Strip method design handbook. London: E & FN Spon, 1996.

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9

Monotti, Mario. Reinforced concrete slabs: Compatibility limit design. Zurich: Verlag der Fachvereine Hochschulverlag AG an der ETH Zurich, 2004.

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10

ACI Committee 421. Guide to shear reinforcement for slabs. Farmington Hills, Mich: American Concrete Institute, 2008.

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11

Design of concrete structures for retaining aqueous liquids: Design tables to BS 8007. London: Thomas Telford, 1996.

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12

Design data for rectangular beams and slabs to BS 8110:Part 1. [London]: Palladian, 1987.

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13

Buettner, Donald R. PCI manual for the design of hollow core slabs. 2nd ed. Chicago, Ill: Prestressed Concrete Institute, 1998.

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14

Buettner, Donald R. PCI manual for the design of hollow core slabs. Chicago, Ill: Prestressed Concrete Institute, 1985.

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15

Knapton, John. Single pour industrial floor slabs: Specification, design, construction and behaviour. London: T. Telford, 1999.

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16

Rackham, J. W. Design of asymmetric slimflor beams with precast concrete slabs. Ascot: Steel Construction Institute, 2006.

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17

Concrete floors, finishes, and external paving. Oxford: Butterworth Heinemann, 1993.

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18

Ringo, Boyd C. Designing floor slabs on grade: Step-by-step procedures, sample solutions, and commentary. Addison, Ill: Aberdeen Group, 1992.

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19

Ringo, Boyd C. Designing floor slabs on grade: Step-by-step procedures, sample solutions, and commentary. 2nd ed. Addison, Ill: Aberdeen Group, 1996.

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20

Diaz, Alberto Mendoza. Behavior of long prestressed pavement slabs and design methodology. [Austin, Tex.]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1986.

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21

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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22

Leonovich, Sergey, Nikolay Chernoivan, Viktor Tur, and Dmitriy Litvinovskiy. Technology of reconstruction of buildings and structures. ru: INFRA-M Academic Publishing LLC., 2022. http://dx.doi.org/10.12737/1867636.

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The monograph provides the basics of technology for the production of general construction and finishing works performed during the reconstruction of existing industrial and civil facilities: strengthening and restoration of exploited structures, as well as the construction of new buildings and structures designed at the reconstructed facility. The issues of conducting field surveys of operated buildings and structures in order to prepare a conclusion on the technical condition of load-bearing and enclosing structures are considered. The main design solutions and technology of work during the reconstruction (repair, reinforcement) of load-bearing and enclosing structures of operated facilities made of the following materials are given: monolithic and precast reinforced concrete; metal structures; brickwork; elements of wooden structures. The technology of rehabilitation (repair) of finishing coatings is given: monolithic plaster, wall and floor cladding with ceramic tiles and synthetic coatings, as well as repair of surfaces lined with slabs made of natural materials (granite, marble). The effective technology of construction of building structures of shallow foundations, double-layer insulated brick walls, buildings with a monolithic reinforced concrete supporting frame; the device of a waterproof carpet made of PVC membranes, etc. are described. For civil engineers. It can be useful for students, postgraduates and teachers of technical universities.
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23

New York (State). Metropolitan Transportation Authority. Office of the Inspector General. An investigation into the construction of high-level passenger platforms by the Long Island Rail Road. [New York, N.Y.]: The Office, 1987.

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24

Chamberlin, Earl William. Concrete Flat Slab Design According to Chicago Building Department Ruling. Creative Media Partners, LLC, 2018.

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25

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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26

Skates, Alan Stewart. Development of a design method for restrained concrete slab systems subject to concentrated and uniform loadings. 1987.

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27

Gamble, William L., and Robert Park. Reinforced Concrete Slabs. Wiley & Sons, Incorporated, John, 2008.

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28

Clarke, L. A. Concrete Slabs: Analysis and design. Routledge, 1990.

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29

Hillerborg, A. Strip Method Design Handbook. Taylor & Francis Group, 2017.

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30

Hillerborg, A. Strip Method Design Handbook. Taylor & Francis Group, 2012.

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31

Hillerborg, A. Strip Method Design Handbook. Taylor & Francis Group, 2003.

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32

Hillerborg, A. Strip Method Design Handbook. Taylor & Francis Group, 1995.

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33

Hillerborg, A. Strip Method Design Handbook. Taylor & Francis Group, 2012.

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34

Whittle, Robin. Design of Reinforced Concrete Flat Slabs. Construction Industry Research and Information Ass, 1994.

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35

Knapton, John. Ground Bearing Concrete Slabs: Specification, design, construction and behaviour. Thomas Telford Services Ltd, 2003.

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36

Park, Robert, and William L. Gamble. Reinforced Concrete Slabs, 2nd Edition. Wiley, 1999.

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37

Bommer, Allan, and Bijan Aalami. Design Fundamentals of Post-Tensioned Concrete Slabs. Adapt Corporation, 1999.

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38

The design of two-way slabs. Farmington Hills, Michigan: American Concrete Institute, 1999.

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39

St. Onge, Ruff Construction Services., ed. Concrete floor slabs for industrial facilities. York, PA (P.O. Box 15042, York 17405-7042): St. Onge, Ruff Construction Services, 1997.

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40

Design and construction of concrete slabs on grade. Detroit, Mich. (P.O. Box 19150, Redford Station, Detroit 48219): ACI Continuing Education, 1986.

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41

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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42

Reinforced Concrete Design Charts: For beams and slabs in 30 grade concrete. Spon Press, 1998.

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43

Chandler, J. W. E., and F. R. Neal. The Design of Ground-supported Concrete Industrial Floor Slabs. British Cement Association, 1988.

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44

Fédération internationale de la précontrainte. and Fédération internationale du béton, eds. Recommendations for the design of post-tensioned slabs and foundation rafts. London: SETO, 1998.

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45

Association, Construction Industry Research and Information, and Robin Whittle. Design of Reinforced Concrete Flat Slabs to B.S.8110 (Report). Construction Industry Research and Information Ass, 1985.

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46

ACI Committee 340., ed. Design of two-way slabs: In accordance with the strength design method of ACI 318-83. Detroit, Mich. (P.O. Box 19150, Detroit 48219): American Concrete Institute, 1985.

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47

Concrete Slabs on Grade: Design Specification Construction and Problem Solving/Scm-25. Amer Concrete Inst, 1992.

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48

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

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49

Monolith Controversies: Chile National Pavilion, Biennale Architettura 2014. Hatje Cantz Verlag GmbH & Co KG, 2014.

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50

Alonso, Pedro, and Hugo Palmarola. Monolith Controversies: Pavilion of Chile at the 14th International Architecture Exhibition, la Biennale Di Venezia. Hatje Cantz Verlag GmbH & Co KG, 2014.

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