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Libros sobre el tema "Existing Reinforced Concrete"

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Autor: Grafiati
Publicado: 14 de marzo de 2023

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1

International Conference of Building Officials., ed. Guidelines for seismic retrofit of existing buildings. Whittier, Calif: International Conference of Building Officials, 2001.

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2

National Association of Corrosion Engineers. Maintenance and rehabilitation considerations for corrosion control of existing steel reinforced concrete structures. Houston: NACE, 1990.

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3

National Association of Corrosion Engineers. Maintenance and rehabilitation consid erations for corrosion control of existing steel reinforced concrete structures. Houston: National Association of Corrosion Engineers, 1990.

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4

Sohanghpurwala, Ali Akbar. Cathodic protection for life extension of existing reinforced concrete bridge elements. Washington, D.C: Transportation Research Board, 2009.

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5

Sohanghpurwala, Ali Akbar. Cathodic Protection for Life Extension of Existing Reinforced Concrete Bridge Elements. Washington, D.C.: National Academies Press, 2009. http://dx.doi.org/10.17226/14292.

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6

béton, Fédération internationale du, ed. Monitoring and safety evaluation of existing concrete structures: State-of-art report. Lausanne, Switzerland: International Federation for Structural Concrete, 2003.

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7

Hussain, Raja Rizwan, Muhammad Wasim y Saeed Hasan. Computer Aided Seismic and Fire Retrofitting Analysis of Existing High Rise Reinforced Concrete Buildings. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-017-7297-6.

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8

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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9

Park, R. Strengthening and/or repair of existing reinforced concrete columns: Final report to the Earthquake and War Damage Commission on the research project 91/15. [New Zealand]: University of Canterbury, 1993.

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10

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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11

Lampropoulos, Andreas, ed. Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.

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<p>Recent earthquakes have demonstrated that despite the continuous developments of novel materials and new strengthening techniques, the majority of the existing structures are still unprotected and at high seismic risk. The repair and strengthening framework is a complex process and there are often barriers in the preventative upgrade of the existing structures related to the cost of the applications and the limited expertise of the engineers. The engineers need to consider various options thoroughly and the selection of the appropriate strategy is a crucial parameter for the success of these applications.</p><p>The main aim of this collection is to present a number of different approaches applied to a wide range of structures with different characteristics and demands acting as a practical guide for the main repair and strengthening approaches used worldwide. This document contains a collection of nine case studies from six different countries with different seismicity (i.e. Austria, Greece, Italy, Mexico, Nepal and New Zealand). Various types of structures have been selected with different structural peculiarities such as buildings used for different purposes (i.e. school buildings, town hall, 30 storey office tower), a bridge, and a wharf. Most of the examined structures are Reinforced Concrete structures while there is also an application on a Masonry building. For each of the examined studies, the local conditions are described followed by the main deficiencies which are addressed. The methods used for the assessment of the in-situ conditions also presented and alternative strategies for the repair and strengthening are considered.</p>
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12

Leonovich, Sergey, Nikolay Chernoivan, Viktor Tur y 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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13

Strength evaluation of existing reinforced concrete bridges. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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14

Antoniou, Stelios. Seismic Retrofit of Existing Reinforced Concrete Buildings. Wiley & Sons, Incorporated, John, 2023.

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15

Antoniou, Stelios. Seismic Retrofit of Existing Reinforced Concrete Buildings. Wiley & Sons, Limited, John, 2023.

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16

Antoniou, Stelios. Seismic Retrofit of Existing Reinforced Concrete Buildings. Wiley & Sons, Incorporated, John, 2023.

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17

Antoniou, Stelios. Seismic Retrofit of Existing Reinforced Concrete Buildings. Wiley & Sons, Incorporated, John, 2023.

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18

364.2T-08: Increasing Shear Capacity Within Existing Reinforced Concrete Structures. American Concrete Institute, 2008. http://dx.doi.org/10.14359/56511.

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19

Hussain, Raja Rizwan Rizwan, Muhammad Wasim y Saeed Hasan. Computer Aided Seismic and Fire Retrofitting Analysis of Existing High Rise Reinforced Concrete Buildings. Springer, 2016.

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20

Wasim, Muhammad, Saeed Hasan y Raja Rizwan Hussain. Computer Aided Seismic and Fire Retrofitting Analysis of Existing High Rise Reinforced Concrete Buildings. Springer Netherlands, 2015.

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21

Wasim, Muhammad, Saeed Hasan y Raja Rizwan Hussain. Computer Aided Seismic and Fire Retrofitting Analysis of Existing High Rise Reinforced Concrete Buildings. Springer London, Limited, 2015.

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22

Manos, George C. The Use of Fiber Reinforced Plastic for The Repair and Strengthening of Existing Reinforced Concrete Structural Elements Damaged by Earthquakes. INTECH Open Access Publisher, 2013.

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23

Paeglīte, Ilze. Kustīgās slodzes dinamiskās iedarbes uz autoceļu tiltiem eksperimentāla izpēte un novērtējums. RTU Press, 2021. http://dx.doi.org/10.7250/9789934227028.

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Using data obtained from the dynamic load testing of bridges a method was developed to evaluate level of the dynamic performance without performing a dynamic load test. In this method a dynamic index of the bridge is calculated. Dynamic index allows to evaluate the dynamic performance level of existing and new structures taking into account such bridge parameters as span length / height ratio, natural frequency, vibration damping coefficient, relative deflection and international roughness index IRI. Dynamic index method can be used by bridge owners and maintainers to determine the dynamic potential of a particular bridge. The maximum allowable values of the dynamic amplification factor for standard prestressed concrete beam bridges were determined. These values were calculated for maximum allowed traffic load in Latvia. The obtained results can be used for the safety assessment of existing and reconstructed reinforced concrete beam bridges.
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24

Standard Recommended Practice: Maintenance and Rehabilitation Considerations for Corrosion Control of Atmospherically Exposed Existing Steel-Reinformed Concrete Structures Fusion-bo. Natl Assn of Corrosion, 1996.

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