Relevant bibliographies by topics / Precast reinforced concrete structures

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Precast reinforced concrete structures'

Author: Grafiati
Published: 10 March 2023
Last updated: 19 July 2025

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Journal articles on the topic "Precast reinforced concrete structures"

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Perunov, Aleksandr. "About the choice of the test method to clarify the actual working scheme of the beam." E3S Web of Conferences 431 (2023): 06019. http://dx.doi.org/10.1051/e3sconf/202343106019.

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This article discusses the problem of determining the actual scheme of a precast reinforced concrete frame of a building when performing engineering surveys. The method of connecting precast reinforced concrete structures in industrial buildings with heavy equipment plays an important role in assessing the stress state of building structures. It is not always possible to perform the opening of nodes in the conditions of existing production, since this requires stopping technological processes or dismantling equipment. The article discusses the possibilities of static and dynamic tests for the
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Polák, Aleš. "Experimental Verification of Demountable Precast Column System." Applied Mechanics and Materials 827 (February 2016): 259–62. http://dx.doi.org/10.4028/www.scientific.net/amm.827.259.

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Relocation of existing concrete structures requires full or partial demolition, which consumes a lot of energy and thus has a negative impact on the environment. From environmental point of view, demountable precast structures are sustainable. They allow “recycling” to the level of precast elements and so they save significant amounts of energy and materials. Another advantage of these structures is quick assembly without wet processes. A characteristic component of precast reinforced concrete construction system for multi-storey buildings are demountable joints of load-bearing precast reinfor
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Jagtap, Siddhant Millind, Shailesh Kalidas Rathod, Rohit Umesh Jadhav, et al. "Fibre Mesh in Reinforced Slabs." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3539–40. http://dx.doi.org/10.22214/ijraset.2022.42986.

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Abstract: Fiber Reinforced Concrete is gaining attention as an effective way to improve the performance of concrete. Fibers are currently being specified in tunneling, bridge decks, pavements, loading docks, thin unbonded overlays, concrete pads, and concretes slabs. These applications of fiber reinforced concrete are becoming increasingly popular and are exhibiting excellent performance The usefulness of fiber reinforced concrete in various civil engineering applications is indisputable. Fiber reinforced concrete has so far been successfully used in slabs on grade, architectural panels, preca
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Liu, Hongtao, Qiushi Yan, and Xiuli Du. "Seismic performance comparison between precast beam joints and cast-in-place beam joints." Advances in Structural Engineering 20, no. 9 (2016): 1299–314. http://dx.doi.org/10.1177/1369433216674952.

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Precast reinforced concrete structures are widely used due to many constructional advantages such as faster construction speed, lower construction cost, being environmentally friendly, higher strength, and so on. To study the seismic performance of precast reinforced concrete structures, tests on beam-to-column joints of precast reinforced concrete structures were conducted under low reversed cyclic loading. In total, four joint specimens were produced in this study, including two precast joints and two cast-in-place joints. In addition to the comparison between different types of joints, the
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Nakata, Shinsuke. "Present Situation of Precast Reinforced Concrete Structures." Concrete Journal 32, no. 5 (1994): 5–12. http://dx.doi.org/10.3151/coj1975.32.5_5.

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BOB, Corneliu, Andras LEIDAL, and Liana BOB. "Reinforced Concrete Precast Structures with Rigid Connections." IABSE Congress Report 17, no. 7 (2008): 380–81. http://dx.doi.org/10.2749/222137908796293073.

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Zhao, Dong Qi, Yi Jun Tang, Hui Li, Gui Feng Song, and Feng Ling Guan. "The Application Research of Reinforced Concrete Multi-Ribbed Hollow Composite Slab in the Road Slab Culvert." Advanced Materials Research 368-373 (October 2011): 307–11. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.307.

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Reinforced concrete cover in the road culvert cover design, in order to facilitate the construction, usually using precast reinforced concrete solid slab, but the overall cost is not low. This article researched a reinforced concrete multi-ribbed hollow composite slab, it based on the theory of reinforced concrete multi-ribbed slab structures, using a precast reinforced concrete ribbed slab as the bottom die, then poured reinforced concrete beams and panels rib ,and them constituted a whole stack of reinforced concrete ribbed hollow slab. This kind of cover, compared with the precast reinforce
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Tho, Vu Dinh, Elena Anatolyevna Korol, Nikolai Ivanovich Vatin, and Hoang Minh Duc. "The Stress–Strain State of Three-Layer Precast Flexural Concrete Enclosure Structures with the Contact Interlayers." Buildings 11, no. 3 (2021): 88. http://dx.doi.org/10.3390/buildings11030088.

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The research object was three-layer reinforced precast concrete enclosure structures. The structures consist of heavy concrete B25 in the external layers and polystyrene concrete B1 in the internal layer. The stress–strain state of precast concrete structures during crack formation was studied by considering the influence of contact interlayers between different types of concretes. Stereoscopic microscopy and scanning electron microscopy were used in the experimental study of multilayer concrete blocks. Samples were made with a varied break time from 30 min to two hours between the previous an
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Joo, Sanghoon. "Structural Performance of Precast Concrete Arch with Reinforced Joint." Journal of the Korean Society of Civil Engineers 34, no. 1 (2014): 29. http://dx.doi.org/10.12652/ksce.2014.34.1.0029.

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Folic, Radomir, Damir Zenunovic, and Nesib Residbegovic. "Strength of connections in precast concrete structures." Facta universitatis - series: Architecture and Civil Engineering 9, no. 2 (2011): 241–59. http://dx.doi.org/10.2298/fuace1102241f.

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The available experimental and numerical results of many studies of behavior of reinforced concrete connections for different stages of loading, up to fracture loading, are presented and analyzed in this paper. The problem of beam-column connection (or plate-wall connection) in prefabricated monolithic structures is emphasized. Fracture mechanisms of RC structures, the theoretical basis for their analysis, and the use of fracture mechanics in RC structures were also considered, as well as the mathematical models of prefabricated connections. In order to formulate an adequate mathematical model
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Dissertations / Theses on the topic "Precast reinforced concrete structures"

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Baran, Mehmet. "Precast Concrete Panel Reinforced Infill Walls For Seismic Strengthening Of Reinforced Concrete Framed Structures." Phd thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/3/12606137/index.pdf.

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The importance of seismic rehabilitation became evident with 1992 Erzincan Earthquake, after which a large number of reinforced concrete buildings damaged in recent earthquakes required strengthening as well as repair. In the studies related to rehabilitation, it has been realized that inadequate lateral stiffness is one of the major causes of damage in reinforced concrete buildings. Recently, economical, structurally effective and practically applicable seismic retrofitting techniques are being developed in METU Structural Mechanics Laboratory to overcome these kinds of problems. The strengt
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Srour, Mahdi. "Rocking system for seismic protection of reinforced concrete structures." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3255/.

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Susoy, Melih. "Seismic Strengthening Of Masonry Infilled Reinforced Concrete Frames With Precast Concrete Panels." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605563/index.pdf.

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Over 90% of the land area of Turkey lies over one of the most active seismic zones in the world. Hazardous earthquakes frequently occur and cause heavy damage to the economy of the country as well as human lives. Unfortunately, the majority of buildings in Turkey do not have enough seismic resistance capacity. The most commonly observed problems are faulty system configuration, insufficient lateral stiffness, improper detailing, poor material quality and mistakes during construction. Strengthening of R/C framed structures by using cast-in-place R/C infills leads to a huge construction work and
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SCHWARTZ, CHRIS J. "STRUCTURAL INVESTIGATION OF A FIBER REINFORCED PRECAST CONCRETE BOX CULVERT." University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1121016977.

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Júnior, Luiz Álvaro de Oliveira. "Ligação viga-pilar em elementos pré-moldados de concreto solidarizados por concreto reforçado com fibras de aço: análises estática e dinâmica." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13082012-083304/.

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No presente trabalho, utiliza-se concreto com fibras de aço, traspasse de armaduras e chaves de cisalhamento para desenvolver uma ligação viga-pilar capaz de resistir a ações cíclicas e dinâmicas e que possa ser empregada na pré-moldagem de estruturas de casas de força de usinas hidrelétricas. Para atingir este objetivo, inicialmente foram realizados ensaios de caracterização dos materiais, cujos resultados mostraram aumentos de 34% na resistência à tração na flexão, 16% na resistência à compressão e 33% na tenacidade, comprovando os efeitos benéficos das fibras de aço nas propriedades mecânic
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Mintz, Brandon L. "Development of a Precast Concrete Supertile Roofing System for the Mitigation of Extreme Wind Events." FIU Digital Commons, 2014. http://digitalcommons.fiu.edu/etd/1665.

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Residential roofs have traditionally formed the weakest part of the structure. The connections of roofs to the walls has lacked a clear load path with the result that the structure is weak at this point, leading to the compromise of the structure. Indeed roofs have multiple points of failure that lead to the weakness of the residential structure as a whole. Even if structural failure does not occur, compromise the roofing membrane can lead to high repair costs and property loss. The failure lies in the complex forming of the roof components as the roof aesthetics are placed to protect the unde
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Vitálišová, Barbora. "Návrh a posouzení vybraných částí ŽB nosné konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392081.

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The diploma thesis deals with the design of selected parts of reinforced concrete elements of the exhibition room. Simultaneously, the optimization of selected elements according to valid standards and Eurocodes was carried out and the impact of these changes on the economy of construction was developed.
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Konečný, Michal. "Alternativní řešení montovaného železobetonového skeletu výrobní haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391882.

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The aim of the thesis is to design a load-bearing precast concrete structure of production facility. Part of the diploma thesis is to design alternative roofing construction including economic comparison. Internal forces analysis was processed by Dlubal RFEM 5.16 software. In order to find out the expected results, were created simple bar models and the spatial model of the structure was processed later. Structural design report was created for selected elements of the concrete structure including drawings.
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Bellucio, Ellen Kellen. "Comportamento de chumbadores embutidos em concreto com fibras de aço para ligações viga-pilar de concreto pré-moldado." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-24052016-111520/.

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O presente trabalho trata do estudo do comportamento de chumbadores grauteados inseridos em concreto com fibras de aço em ligações viga-pilar de estruturas de concreto pré-moldado. Este estudo é importante para se entender e poder quantificar a influência da rigidez deste componente no comportamento de ligações semirrígidas de estruturas de concreto pré-moldado. O objetivo do trabalho é estudar o mecanismo do chumbador no concreto com fibras de aço em ensaios específicos e avaliar também o comportamento de uma ligação viga-pilar de concreto pré-moldado utilizando estas fibras no consolo e no d
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Al-Soudani, Maha. "Diagnosis of reinforced concrete structures in civil engineering by GPR technology : development of alternate methods for precise geometric recognition." Thesis, Toulouse 3, 2017. http://www.theses.fr/2017TOU30090.

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La méconnaissance de la géométrie réelle d'une structure mène à une évaluation incorrecte de son état. Par conséquent, une estimation imprécise de sa capacité portante, sa durabilité, sa stabilité et la nécessité de mettre en place une réparation ou un renforcement. En outre, l'optimisation du temps requis pour le processus de réparation a besoin de bien connaître les différentes parties de la structure à évaluer et également pour éviter les zones critiques telles que les aciers, les câbles, etc., lors de la réparation. Par conséquent, il est nécessaire d'utiliser des techniques d'évaluation n
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Books on the topic "Precast reinforced concrete structures"

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Institute, American Concrete. Specifications for structural concrete, ACI 301-05, with selected ACI references: Field reference manual. American Concrete Institute, 2005.

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American Society of Civil Engineers., ed. Standard practice for direct design of buried precast concrete box sections. American Society of Civil Engineers, 2000.

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Rodriguez, M. Earthquake resistant precast concrete buildings: Floor accelerations in buildings. Dept. of Civil Engineering, University of Canterbury, 2000.

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American Society of Civil Engineers., ed. Standard practice for direct design of precast concrete box sections for jacking in trenchless construction. American Society of Civil Engineers, 2001.

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Leonovich, Sergey, Nikolay Chernoivan, Viktor Tur, and Dmitriy Litvinovskiy. Technology of reconstruction of buildings and structures. 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
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Elliott, Kim, ed. Precast Concrete Structures. CRC Press, 2016. http://dx.doi.org/10.1201/9781315370705.

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Steinle, Alfred, Hubert Bachmann, and Mathias Tillmann, eds. Precast Concrete Structures. Wiley-VCH Verlag GmbH & Co. KGaA, 2019. http://dx.doi.org/10.1002/9783433609064.

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Bachmann, Hubert, and Alfred Steinle. Precast Concrete Structures. Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2012. http://dx.doi.org/10.1002/9783433600962.

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Elliott, Kim S., and Colin K. Jolly, eds. Multi-storey Precast Concrete Framed Structures. John Wiley & Sons, Ltd, 2013. http://dx.doi.org/10.1002/9781118587379.

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1959-, Foster Stephen J., and Kilpatrick A. E, eds. Reinforced concrete basics: Analysis and design of reinforced concrete structures. Pearson Prentice Hall, 2007.

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Book chapters on the topic "Precast reinforced concrete structures"

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Kasapoglu, B., H. Sezen, and K. White. "Exterior protection of precast reinforced concrete culvert structures." In Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability. CRC Press, 2022. http://dx.doi.org/10.1201/9781003322641-164.

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Makoond, N., M. Buitrago, and J. M. Adam. "Computational study on the progressive collapse of precast reinforced concrete structures." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-87.

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Makoond, N., M. Buitrago, and J. M. Adam. "Computational study on the progressive collapse of precast reinforced concrete structures." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-87.

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Ibrahim, Basil, Salaheldin Mousa, Hamdy M. Mohamed, and Brahim Benmokrane. "GFRP Reinforced Precast Concrete Tunnel Lining Segments Under Flexural Cyclic Loading." In 8th International Conference on Advanced Composite Materials in Bridges and Structures. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09409-5_17.

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Yagoub, Nouraldaim F. A., and Xiuxin Wang. "Finite Element Analysis of Self-centering Reinforced Concrete Shear Walls." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_41.

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AbstractPost-tensioned precast concrete walls are an attractive research trend in structural engineering, which replaces cast-in-place concrete walls in earthquake-prone buildings. Precast concrete walls use mild steel and high-strength post-tensioning steel for flexural resistance. Mild steel reinforcement yields in tension and compression, dissipating inelastic energy. Unbounded tendons are used inside the wall to give self-centering capability, which lowers residual displacements. At the wall-foundation, horizontal slots are installed equally. Meanwhile, the middle-wall concrete is still anchored to the base. A three-dimensional finite element (FE) model is developed in this study to assess the lateral load response of shear walls with horizontal bottom slots. The seismic performance of three distinct walls is evaluated using the Abaqus software FEA. The model is validated by comparing the experimental data accessible in the literature. Furthermore, we investigate the effects of bottom slit length, steel strand position, initial prestressing level, and concrete strength. All of these criteria are critical for constructing structures with the new concept. The results of this study show that the three-dimensional finite element model accurately predicts all of the above-mentioned properties, including the lateral force–displacement response and toe area damage of self-centering shear walls.
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Witzany, J., R. Zigler, and A. Polák. "Precast reinforced concrete demountable system of multi-storey buildings." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-213.

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Losaria, P. E. Joseph, P. E. Steven Nolan, P. E. Andra Diggs, and Dave Hartman. "Case Study on CFRP Prestressed Concrete Soldier-Pile Walls with GFRP-Reinforced Precast Concrete Panels." In 8th International Conference on Advanced Composite Materials in Bridges and Structures. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09632-7_10.

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Dangol, S., J. Li, V. Sirivivatnanon, and P. Kidd. "Influence of Reinforcement on the Loading Capacity of Geopolymer Concrete Pipe." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_18.

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AbstractGeopolymer concrete is emerging as a sustainable construction material due to utilization of industrial by-products, which greatly reduces its carbon footprint. Past studies of the mechanical properties and resistance to sulfuric acid reaction of cement-less geopolymer concrete indicated its suitability for precast concrete pipes over ordinary Portland cement (OPC) concrete. In the present study, a three-dimensional finite element (FE) model of reinforced concrete pipe was developed using commercial software ANSYS-LSDYNA. The load-carrying capacity of reinforced and non-reinforced geopolymer concrete pipes under the three-edge bearing (TEB) test was investigated and compared with OPC concrete pipes. The results indicated geopolymer concrete with comparable compressive strength to OPC concrete showed higher loading capacity in a pipe structure due to its better tensile performance. The effect of steel reinforcement area on the loading capacity of geopolymer concrete pipes was quantitatively analyzed, and they met the specified strength requirement for OPC concrete in the ASTM standard, with up to 20% reduction in the reinforcement area.
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Hayashi, H., Y. Yasukawa, N. Oba, and K. Sasaki. "Development of high durable precast PC deck with ultra-high-strength fiber-reinforced concrete layer." In Life-Cycle of Structures and Infrastructure Systems. CRC Press, 2023. http://dx.doi.org/10.1201/9781003323020-406.

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Almusallam, T., Y. Al-Salloum, H. Elsanadedy, R. Iqbal, H. Abbas, and N. Siddiqui. "Risk assessment of precast reinforced concrete buildings against blast loads: Case study." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-160.

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Conference papers on the topic "Precast reinforced concrete structures"

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Raouffard, Mahdi, Eiichi Yamazaki, Yoshitaka Sakai, Tsutomu Komuro, Takefumi Doi, and Kensuke Harada. "Fostering Sustainability in Conventional Reinforced Concrete Building Structures: Effective Measures in Kobe Port Museum Building." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1734.

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<p>Reinforced concrete (RC) building structures have earned high trust among building developers, architects, and structural engineers in Japan due to significant improvements in construction, innovations in the aesthetic features of concrete surface finishing, and the development of structural design tools. However, the environmental burden of concrete materials, construction, and demolition work remains a challenge. This paper presents an example of an RC building project where engineers adopted methods and innovations to increase the durability and sustainability of the building. Foll
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Drew, Matt, Jessi Jackson Meyer, and Joshua Hicks. "Evaluation of Migrating Corrosion Inhibitors Used in the Restoration and Repair of Reinforced Concrete Structures." In CORROSION 2012. NACE International, 2012. https://doi.org/10.5006/c2012-01420.

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Abstract Corrosion inhibitors used in reinforced concrete structures can greatly increase service life and reduce long term maintenance costs. In this work, migrating corrosion inhibitors have been utilized in the repairs of concrete structures that were deteriorating due to corrosion of embedded reinforcement. These two projects show that migrating inhibitors have a direct and significant impact on the reduction of corrosion. The Randolph Avenue Bridge in Minnesota was repaired using an overlay incorporating a migrating corrosion inhibitor in the westbound lanes. The repair of the eastbound l
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Pfleger, Marc-Patrick, Elisabeth Radl, and Patrick Huber. "Databased prefabrication of parameterized concrete formwork elements with interlocking wood joints." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1935.

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<p>The construction of concrete structures and their design flexibility is directly related to the use of different formwork elements or the limitations of existing systems. Especially in infrastructure projects and occasionally in building construction, complex geometries such as single or double curved surfaces are realized in concrete or reinforced concrete. This requires the precise fabrication of formwork boxes, which are used where reusable formwork systems lacks adaptability. This paper explores ways to increase the efficiency of custom formwork production through fully automated
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Nilprapan, Veerawat, Tidarut Jirawattanasomkul, Weeradetch Tanapalungkorn, Suched Likitlersuang, and Supasit Srivaranun. "UAV-Enhanced Analysis of Fatigue-Induced Damage in RC Bridge Girders Using Nonlinear Finite Element Methods." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1112.

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<p>Reinforced concrete (RC) bridges in service for extended periods often experience significant deterioration. This study explores the application of Unmanned Aerial Vehicles (UAVs) to structural damage assessments. An RC bridge, with over seven decades of service, was surveyed using UAV technology. The UAV survey provided high-resolution images, enabling precise identification of damage locations. The study hypothesizes that the observed flexural-shear cracks result from fatigue loading due to repeated cyclic loads. The analysis, conducted following AASHTO LRFD Bridge Design Specificat
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Peng, Brian H. H., Richard Fenwick, Rajesh Dhakal, and Athol Carr. "Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)312.

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"Lightweight Concrete Bridge Deck Precast Panels Reinforced with GFRP Bars." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682439.

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"Shear Load Testing of Carbon Fiber Reinforced Polymer Strengthened Double Tee Beams in Precast Parking Garage." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5696.

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Xue, Yicong, Yong Yang, Yunlong Yu, and Ruyue Liu. "Experimental study on mechanical performance of partially precast steel reinforced concrete beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6942.

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In order to exploit the potentials in mechanical and constructional performance of steel reinforced concrete structures and prefabricated structures, three innovative kinds of partially precast steel reinforced concrete beams, which are abbreviated here as PPSRC, HPSRC and PPCSRC beam, are presented in this paper. The PPSRC beam is composed of two parts, which are the precast outer shell with high-performance concrete and the cast-in-place inner part with common-strength concrete. Meanwhile, on the basis of PPSRC beam, the PPCSRC beam applies castellated steel shape and the HPSRC beam keeps th
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"Cyclic Shear Behavior of Connection between Precast Beam and Deck with Steel Fiber-Reinforced Concrete." In SP-229: Quality of Concrete Structures and Recent Advances in Concrete Materials and Testing. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14748.

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"Fatigue Performance of Real-Scale Precast GFRP Reinforced Lightweight Concrete Arches." In SP-360: Proceedings of the 16th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-16). American Concrete Institute, 2024. http://dx.doi.org/10.14359/51740659.

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Reports on the topic "Precast reinforced concrete structures"

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Ebeling, Robert, та Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39881.

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This technical report documents the second of a two-phase research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structur
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Nema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zisp3722.

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This report describes the design, construction, and shaking table response and computation simulation of a Low Seismic-Damage Bridge Bent built using Accelerated Bridge Construction methods. The proposed bent combines precast post-tensioned columns with precast foundation and bent cap to simplify off- and on-site construction burdens and minimize earthquake-induced damage and associated repair costs. Each column consists of reinforced concrete cast inside a cylindrical steel shell, which acts as the formwork, and the confining and shear reinforcement. The column steel shell is engineered to fa
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Ebeling, Robert, Barry White, John Hite та ін. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47245.

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This technical report documents the research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates both geotechnical and structural design limit states for design of the US Army Corps of Engineers (USACE) batter pile-founded, reinforced concrete flood walls. Development of the required reliability and corresponding LRFD procedures has been progressing slowly in the geotechnical topic area as compared to those for structural limit state considerations, and therefore this has been the focus of this first
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D’Arcy, Thomas J., Walter I. Korkosz, and Larbi Sennour. Durability of Precast Prestressed Concrete Structures. Precast/Prestressed Concrete Institute, 1995. http://dx.doi.org/10.15554/pci.rr.mat-007.

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Sattar, Siamak. Sensitivity Analysis of Reinforced Concrete Structures:. National Institute of Standards and Technology, 2023. http://dx.doi.org/10.6028/nist.tn.2254.

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Carino, Nicholas J., and James R. Clifton. Prediction of cracking in reinforced concrete structures. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5634.

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Aragon, Theresa Clare. Type III Grouted Ductile Reinforcing Bar Connections for Precast Concrete Structures. Precast/Prestressed Concrete Institute, 2018. http://dx.doi.org/10.15554/pci.rr.seis-001.

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Naus, D. J., C. B. Oland, and B. R. Ellingwood. Report on aging of nuclear power plant reinforced concrete structures. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/219361.

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Woodson, Stanley C., and William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada251470.

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Morgan, Brian G., and Yahya C. Kurama. "Friction-Damped Unbonded Post-Tensioned Precast Concrete Moment Frame Structures for Seismic Regions". Precast/Prestressed Concrete Institute, 2007. http://dx.doi.org/10.15554/pci.rr.seis-005.

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