Bücher zum Thema „In concreto review“

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1

Gallo, Pablo Saavedra. La duda de inconstitucionalidad: Soluciones procesales para la aplicación de la ley constitucional al caso concreto. Córdoba: Ediciones el Almendro, 1986.

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2

Jackson, P. A. Continuously reinforced concrete pavement: A literature review. Crowthorne: Transport and RoadResearch Laboratory, 1988.

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3

Jackson, P. A. Continuously reinforced concrete pavement: A literature review. Crowthorne, Berkshire: Materials and Construction Division, Highways Group, Transport and Road Research Laboratory, 1988.

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4

Pinto, Roberto C. Accelerated aging of concrete: A literature review. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2002.

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5

Juárez, Luis Felipe Sáenz. Inconstitucionalidad de leyes en casos concretos en Guatemala. Guatemala: Corte de Constitucionalidad, 2001.

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6

Marsh, B. K. A review of service life design of concrete structures. Watford: Building Research Establishment, 1996.

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7

Papagiannakis, A. T. A review of crumb-rubber modified asphalt concrete technology. [Olympia]: Washington State Dept. of Transportation, 1995.

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8

P, Bentz Dale, United States. Federal Highway Administration. Office of Infrastructure Research and Development. und Building and Fire Research Laboratory (U.S.), Hrsg. Transport properties and durability of concrete: Literature review and research plan. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 2002.

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9

Cheok, Geraldine S. Post-installed anchors: A literature review. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1998.

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10

1958-, Phan Long T., und National Institute of Standards and Technology (U.S.), Hrsg. Post-installed anchors: A literature review. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1998.

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11

1958-, Phan Long T., und National Institute of Standards and Technology (U.S.), Hrsg. Post-installed anchors: A literature review. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1998.

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12

1958-, Phan Long T., und National Institute of Standards and Technology (U.S.), Hrsg. Post-installed anchors: A literature review. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1998.

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13

1958-, Phan Long T., und National Institute of Standards and Technology (U.S.), Hrsg. Post-installed anchors: A literature review. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1998.

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14

1958-, Phan Long T., und National Institute of Standards and Technology (U.S.), Hrsg. Post-installed anchors: A literature review. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1998.

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15

P, Bentz Dale, National Institute of Standards and Technology (U.S.) und Building and Fire Research Laboratory (U.S.), Hrsg. Transport properties and durability of concrete: Literature review and research plan. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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16

Chai, Cássius Guimarães. Jurisdição constitucional concreta em uma democracia de riscos. São Luís, MA: AMPEM Editora, 2007.

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17

Mgalobelov, I︠U︡ B. Non-conventional concrete dams on rock foundations: A critical review of patents and licences. Rotterdam: A.A. Balkema, 1997.

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18

A, Epps Jon, Gibson S. D, Turner-Fairbank Highway Research Center, Nichols Consulting Engineers und United States. Federal Highway Administration. Office of Engineering & Highway Operations Research and Development., Hrsg. Concrete pavement maintenance treatment performance review: SPS-4 5-year data analysis. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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19

United States. Environmental Protection Agency. Emission Standards and Engineering Division, Hrsg. Second review of new source performance standards for asphalt concrete plants. Research Triangle Park, N.C: U.S. Environmental Protection Agency, Office of Air Quality Planning and Standards ; Springfield, Va., 1985.

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20

P, Bentz Dale, United States. Federal Highway Administration. Office of Infrastructure Research and Development. und Building and Fire Research Laboratory (U.S.), Hrsg. Transport properties and durability of concrete: Literature review and research plan. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, 2002.

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21

Center, Turner-Fairbank Highway Research, und Construction Technology Laboratories (Portland Cement Association), Hrsg. Condition of prestressed concrete bridge components: Technology review and field surveys. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1993.

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22

P, Bentz Dale, National Institute of Standards and Technology (U.S.) und Building and Fire Research Laboratory (U.S.), Hrsg. Transport properties and durability of concrete: Literature review and research plan. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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23

Society, Concrete, Hrsg. Permeability testing of site concrete: A review of methods and experience : report of a Concrete Society working party. London: Concrete Society, 1988.

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24

Clark, L. A. Critical review of the structural implications of the alkali silica reaction in concrete. Crowthorne, Berkshire: Bridges Division, Structures Group, Transport and Road Research Laboratory, 1989.

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25

Thomas, Angie. Concrete Rose. New York: Balzer + Bray, 2021.

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26

Parrott, L. J. A review of carbonation in reinforced concrete: A review carried out by C & CA under a BRE contract. Wexham Springs: Cement and Concrete Association, 1987.

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27

Ranzi, Gianluca, Hrsg. 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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28

Bennett, D. F. H. Advances in concrete construction technology: A review of construction techniques to maximise speed and economy ofin situ concrete frame construction. Slough: British Cement Association, 1989.

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29

Williams, Alan. Civil & structural engineering: Design of reinforced concrete structures review for the PE exam. 4. Aufl. Chicago: Kaplan AEC Education, 2007.

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30

Moehle, Jack P. Review of seismic research results on existing buildings: Product 3.1 of the Proposition 122 Seismic Retrofit Practices Improvement Program. Sacramento: California Seismic Safety Commission, 1994.

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31

USSD Committee on Earthquakes. Numerical models for seismic evaluation of concrete dams: Review, evaluation and interpretation of results. Denver, CO: U.S. Society on Dams, 2008.

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32

Clarke, John L. The use of fibre composites in concrete bridges: A state of the art review. Crowthorne: Concrete Bridge Development Group, 2000.

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33

Babaei, Khossrow. Bending/straightening and grouting concrete reinforcing steel: Review of Washington State Department of Transportation's specifications and proposed modifications : final report, Research Project GC 8286, Task 15. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1988.

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34

Dunster, A. Durability of ageing high alumina cement (HAC) concrete: A literature review and summary of BRE research findings. London: BRE, 2000.

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35

Great Britain. Health and Safety Executive., Hrsg. Safety of New Austrian Tunnelling Method (NATM) tunnels: A review of sprayed concrete lined tunnels with particular reference to London clay. Sudbury, Suffolk: HSE Books, 1996.

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36

United States International Trade Commission. Prestressed concrete steel wire strand from Brazil, India, Japan, Korea, Mexico and Thailand: Investigation nos. 701-TA-432 and 731-TA-1024-1028 (review) and AA1921-188 (third review). Washington, DC: U.S. International Trade Commission, 2009.

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37

Maffei, Paola, und Gian Maria Varanini, Hrsg. Honos alit artes. Studi per il settantesimo compleanno di Mario Ascheri. III. Il cammino delle idee dal medioevo all’antico regime. Florence: Firenze University Press, 2015. http://dx.doi.org/10.36253/978-88-6655-632-9.

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The essays gathered in the volume, thanks to a long series of in-depth studies, have resulted in a closer look at many crucial milestones in the history of European legal and political philosophy, both from the perspective of the common ”ius commune” (civil and canon) and in particular rights of the individual jurisdictions. Analysis of strictly theoretical aspects are analyzed along with reviews on the subject of specific and concrete experiences; also stories from books and texts have been analyzed as elements of solicitation of cultural debate.
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38

Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre rein­forced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers are manufactured industrially to semi-finished products and ccimplete structural components, which can be easily and quickly installed or erected on site.<p> Examples of semi-finished products and structural components available are flexible tension elements, profiles stiff in bending and sandwich panels. As tension elements, especially for the purpose of strengthening, strips and sheets are available, as weil as reinforcing bars for concrete reinforcement and prestressing members for internal prestressing or external use. Profiles are available for beams and columns, and sandwich constructions especially for bridge decks. During the manufacture of the structural components fibre-optic sensors for continuous monitoring can be integrated in the materials. Adhesives are being used more and more for joining com­ponents.<p> Fibre reinforced polymers have been used in bridge construction since the mid-1980s, mostly for the strengthening of existing structures, and increas­ingly since the mid-1990s as pilot projects for new structures. In the case of new structures, three basic types of applications can be distinguished: concrete reinforcement, new hybrid structures in combination with traditional construction materials, and all-composite applications, in which the new materials are used exclusively.<p> This Structural Engineering Document also includes application and research recommendations with particular reference to Switzerland.<p> This book is aimed at both students and practising engineers, working in the field of fibre reinforced polymers, bridge design, construction, repair and strengthening.
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39

Anderson, John E., Christian Bucher, Bruno Briseghella, Xin Ruan und Tobia Zordan, Hrsg. Sustainable Structural Engineering. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2015. http://dx.doi.org/10.2749/sed014.

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<p>Sustainability is the defining challenge for engineers in the twenty-first century. In addition to safe, economic, and effi-cient structures, a new criterion, sustainable, must be met. Furthermore, this new design paradigm–addressing social, economic, and environmental aspects–requires prompt action. In particular, mitigation of climate change requires sustainable solutions for new as well as existing structures. Taking from both practice and research, this book provides engineers with applicable, timely, and innovative information on the state-of-the-art in sustainable structural design. <p>This Structural Engineering Document addresses safety and regulations, integration concepts, and a sustainable approach to structural design. Life-cycle assessment is presented as a critical tool to quantify design options, and the importance of existing structures–in particular cultural heritage structures–is critically reviewed. Consideration is also given to bridge design and maintenance, structural reassessment, and disaster risk reduction. Finally, the importance of environmentally friendly concrete is examined. Consequently, structural engineers are shown to have the technical proficiency, as well as ethical imperative, to lead in designing a sustainable future.
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40

Thomas, Dorian, und Pascal Vivien. Concrete and Concrete Structures: A Review and Directions for Research. Nova Science Publishers, Incorporated, 2017.

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41

Parrott, L. J. A Review of Carbonation in Reinforced Concrete. British Cement Association, 1987.

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42

Education, Brightwood Engineering. Structural Engineering: Design of Reinforced Concrete Structures Review Manual. PPI, A Kaplan Company, 2018.

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43

Sims, Ian, und Alan B. Poole. Alkali-Aggregate Reaction in Concrete: A World Review. Taylor & Francis Group, 2017.

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44

Sims, Ian, und Alan B. Poole. Alkali-Aggregate Reaction in Concrete: A World Review. Taylor & Francis Group, 2017.

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45

Sims, Ian, und Alan B. Poole. Alkali-Aggregate Reaction in Concrete: A World Review. Taylor & Francis Group, 2017.

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46

Parrott, L. J. A Literature Review of High Strength Concrete Properties. British Cement Association, 1988.

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47

Sims, Ian, und Alan B. Poole. Alkali-Aggregate Reaction in Concrete: A World Review. Taylor & Francis Group, 2017.

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48

Sims, Ian, und Alan B. Poole. Alkali-Aggregate Reaction in Concrete: A World Review. Taylor & Francis Group, 2017.

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49

Naiqian, Feng. Multifunctional Concrete Technology. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901991.

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The book reviews production and applications of high- and ultrahigh strength multifunctional concrete. The use of various coarse and fine aggregates are covered, as well as ultrafine powders, new superplasticizers, anti-rust agents for steel bars and electrochemical protection technology.
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50

Fisher, David. Self-Healing Concrete. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901373.

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Self-healing techniques are most successful in preventing concrete from cracking or breaking. The book reviews the most promising methods, including the use of polymers, epoxy resins, fungi or cementitious composites; biomineralization, continuing hydration or carbonation or wet/dry cycling. Various micro-organisms are able to produce favorable effects, such as denitrification, calcium carbonate formation, sulfate reduction or the production of methane. The book references 289 original resources and includes their direct web link for in-depth reading.
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