Готові списки джерел за темами / Reinforced concrete construction Design

Добірка наукової літератури з теми "Reinforced concrete construction Design"

Автор: Grafiati
Опубліковано: 10 грудня 2022
Оновлено: 28 січня 2023

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Статті в журналах з теми "Reinforced concrete construction Design"

1

Wilby, C. B. "Reinforced concrete design." Construction and Building Materials 1, no. 1 (March 1987): 58. http://dx.doi.org/10.1016/0950-0618(87)90068-7.

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2

Deineko, Andrei V., Valentina A. Kurochkina, Irina Yu Yakovleva, and Aleksandr N. Starostin. "Design of reinforced concrete slabs subject to the construction joints." Vestnik MGSU, no. 9 (September 2019): 1106–20. http://dx.doi.org/10.22227/1997-0935.2019.9.1106-1120.

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Introduction. When erecting monolithic reinforced concrete floor slabs, a necessity of construction joints arises. The construction joints are the areas of structural weakening. The construction practice shows that the compliance with the correct technology of the construction joint arrangement is not a sufficient condition to ensure the strength balance of reinforced concrete floor slabs. As a result, the stress-deformation state calculated on the assumption of the concrete slab solidity deviates from the actual state. The relevance of the task is determined by the fact that the conformity of design and actual characteristics of the in-situ reinforced concrete structures as a whole depends on the correct calculations of construction joints. Materials and methods. The problem of implementing the construction joints in the monolithic floor slabs was considered by way of example of a residential building under construction. In the course of construction, pre-construction land surveys were carried out at the areas of the construction joint arrangement. Calculations of reinforced concrete structures using finite element method (FEM) were also performed. Results. As a result of the study, the actual deflections of the floor slabs were measured at the areas of the construction joints and FEM calculations were made on the same floor slabs, both those erected at once and those erected in stages subject to the construction joints. The difference between the calculated and actual deflections is conditioned upon the inaccurate conformity between the mathematical model and the real reinforced concrete structure, its erection and maintenance conditions. It should be noted that the deflection of horizontal reinforced concrete structures is only one of the stress-deformation state parameters that can be measured better than the others. It is shown that if the deflection of a real reinforced concrete structure does not correspond with the design estimation, the other stress-deformation state parameters will differ from the design estimation as well. Conclusions. The influence of joints can be taken into account in the scope of FEM computer-aided calculations with the explicit reproduction of the structure erection by pouring concrete, using engineering approach to the consideration of nonlinearity on the basis of the introducing reduction coefficients to the reinforced concrete effective modulus of elasticity. Solid composition modeling of reinforced concrete provides the best possibilities on taking all sorts of nonlinearity manifestations into consideration.
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3

Chyzhov, Sergey, Yekaterina Shestakova, Elbek Yakhshiyev, and Anatoliy Antonyuk. "Design principles of prestressed concrete span coponents in the process of despersed reinforcement." Proceedings of Petersburg Transport University, no. 2 (June 20, 2017): 343–53. http://dx.doi.org/10.20295/1815-588x-2017-2-343-353.

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Objective: To determine the calculating justification methods of fibre-reinforced spans and scientific evidence of the structural method of dispersed reinforced concrete constructions in drily-hot climate for high-speed mainline railroads, to reveal advantages connected with fibre application in the process of construction, to determine the ways of total costs reduction while providing qualitative reliability characteristics of spans under construction. Methods: Comparative analysis, mathematical modeling. Results: Calculating principles of fibre-reinforced elements of spans were specified. The study was aimed at application solving, with regard to climate in Uzbekistan, and determined the parameters of Lр = 66 m fibre-reinforced concrete span, specified by the objective of scientific study concerning the bridgework for high-speed mainline railroad. Practical importance: Methodological foundation for fibre-reinforced concrete spans calculation was developed.
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4

Rady, Mohammed, Sameh Youssef Mahfouz, and Salah El-Din Fahmy Taher. "Optimal Design of Reinforced Concrete Materials in Construction." Materials 15, no. 7 (April 2, 2022): 2625. http://dx.doi.org/10.3390/ma15072625.

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The structural design process is iterative and involves many design parameters. Thus, this paper presents a controlled framework for selecting the adequate structural floor system for reinforced concrete buildings and efficiently utilizing the corresponding construction materials. Optimization was performed using an evolutionary algorithm to minimize the total construction cost, considering the costs of concrete, steel reinforcement, formwork, and labor. In the problem formulation, the characteristic compressive strength of concrete was treated as a design variable because it affects the mechanical performance of concrete. The design variables included the column spacings, concrete dimensions, and steel reinforcement of different structural components. The constraints reflected the Egyptian code of practice provisions. Because the choice of the structural floor system affects the design details, three systems were considered: solid slabs, flat slabs with drop panels, and flat slabs without drop panels. Two benchmark examples were presented, and the optimal design results of the structural floor systems were compared. The solid slab system had the lowest construction cost among the three structural floor systems. Comparative diagrams were developed to investigate the distribution of construction costs of each floor system. The results revealed that an adequate choice of design variables could save up to 17% of the building’s total construction cost.
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Kobielak, Sylwester. "Design and Construction of a Reinforced Concrete Dome." International Journal of Space Structures 5, no. 1 (March 1990): 39–47. http://dx.doi.org/10.1177/026635119000500104.

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6

Tanveer Majid, Muhammad. "The effect of twisted polymer fibers on the physical and mechanical properties of C35 concrete." Journal of Research in Science, Engineering and Technology 7, no. 4 (September 29, 2020): 11–15. http://dx.doi.org/10.24200/jrset.vol7iss4pp11-15.

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Concrete as the most used material, is known as an integral part of construction. So far, many studies have been done in the field of improving the quality of concrete that most of them have examined change in concrete mix design; however, the use of additives and also replacing commonly used materials in concrete with new materials always has been considered. Today, different fibers, especially Forta fibers, are used. In this study, experiments on Forta fiber- reinforced concrete are described. The concrete mixing design and Forta fiber properties are also briefly described. The comparison between the results of the tests showed that Forta fiber- reinforced concretes have more bending strength and modulus of elasticity than normal and ordinary concretes.
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7

SMORKALOV, Dmytro. "MONOLITHIC REINFORCED CONCRETE STRUCTURES WITH POST-TENSIONED ROPES." Building constructions. Theory and Practice, no. 10 (June 27, 2022): 136–42. http://dx.doi.org/10.32347/2522-4182.10.2022.136-142.

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Currently in Ukraine the use of monolithic structures with post-tensioned ropes, which is better known as the technology of "post-tension", and in domestic construction practice - as post-tensioned reinforced concrete structures with reinforcement tension "on concrete". Ropes are mainly used as tension reinforcement in such constructions. The article presents the main idea of post-tensioned monolithic reinforced concrete structures, presents the experience of using this technology in the construction of public buildings in Ukraine. Such designs have their advantages and scope. Sometimes such designs, in fact, have no other alternative. Therelevance of the study lies in the spread of the use of monolithic structures with post-tensioned ropes, the need to study such structures and the lack of regulatory documents for design. There are also examples of reinforcement of beams and slabs in slab structures and the main advantages of using posttension ropes in monolithic reinforced concretestructures on sites built in Ukraine.
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8

Pradhan, Manisha, Swagatika Behera, Sidhant Bagh, Debashree Tarai, and Abhijit Mangaraj. "Design and Construction of RCC Fencing Pole." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (May 31, 2022): 787–93. http://dx.doi.org/10.22214/ijraset.2022.42318.

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Abstract: Fencing poles are one of the most widespread manmade features on Earth, and they May out stretch roads by an order of magnitude. One of the most durable and Efficient RCC fencing poles is constructed with the help of concrete. Properly made Reinforced concrete pole .The essential requirements for the protection of Poles for general purposes, we conducted impact test on the protection of reinforced Concrete poles by changing the height of the post & it's position to decreases the effect of impact energy. Fences have eluded systematic study for so long for good reasons. Fencing has become more popular architecture in many disciplines, from ecology to computing. Fences are globally everywhere used & they are often discussions of evaluation. For designing a RCC pole one has to consider all the possible loading and see that the Structure is safe against all possible loading condition. Keywords: RCC fencing pole, protection fence, impact energy, everywhere.
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9

Redmond, Laura, Lawrence Kahn, and Reginald DesRoches. "Design and Construction of Hybrid Concrete-Masonry Structures Informed by Cyclic Tests." Earthquake Spectra 32, no. 4 (November 2016): 2337–55. http://dx.doi.org/10.1193/051615eqs070m.

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Reinforced concrete buildings with masonry infill are vulnerable in earthquakes primarily because the masonry walls often fail due to out-of-plane forces and can trigger soft-story collapses. In order to prevent these failures, many engineers in the Caribbean have partially reinforced the infill walls and connected them to the reinforced concrete frame. This forms a hybrid concrete-masonry structure. Hybrid concrete-masonry structures have the potential to improve the seismic performance of many structures across the globe, as they are an easy adaptation from traditional unreinforced masonry infill. However, there is little codified guidance for this type of structure, and the influence of the masonry infill and dowel connections on the in-plane behavior of the frame is often neglected. This paper summarizes the current design and construction practices for hybrid concrete-masonry structures and assesses their seismic performance via cyclic tests on full scale test specimens. Based on the results of the experiment, a method is proposed to account for the dowel connections and the partially reinforced infill when designing hybrid concrete-masonry structures in earthquake zones.
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10

Shchedrolosiev, O., O. Uzlov, and K. Kyrychenko. "IMPROVING CONSTRUCTIVE AND TECHNOLOGICAL CONNECTING JOINTS OF REINFORCED CONCRETE PONTOON WITH A TRANSVERSE DIAPHRAGM AND A METAL TOWER IN A FLOATING COMPOSITE DOCK." Scientific Bulletin Kherson State Maritime Academy 1, no. 22 (2020): 142–52. http://dx.doi.org/10.33815/2313-4763.2020.1.22.142-152.

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The analysis of the known technical decisions in dock construction field, rationalizing production resources at composite docks construction is given. It is established that the available solutions do not specify the recommendations for lowering the metal content in the reinforced concrete pontoon of composite floating docks. As a result of the conducted research, the design of floating composite docks was improved by reducing sets in the reinforced concrete pontoon. The rationality of a pontoon design construction without installation of frames, floors, and beams under towers is substantiated. Technological recommendations for the transverse partitions installation between the inner boards in 4 spaces, i.e. in 3 meters in contrast to the classical design in which the distance between the partitions is 1.5 meters, were described. The analysis of the design features of the reinforced concrete pontoon connecting joints with the transverse diaphragm and the metal tower of the floating composite dock is carried out, the difficulties that arise are described. The design and technological recommendations for the construction of the reinforced concrete pontoon joints with the transverse diaphragm and the metal tower have been developed. The floating dock construction sequence and technological operations ensuring concrete’s strength, water tightness and frost resistance at intersection joints are described. Solutions that increase the local adhesion of concrete to cross-shaped parts and prevent its exfoliation have been developed. The traditional scheme of the composite dock construction and a structural joint of a metal tower with a reinforced concrete pontoon is given. The composite dock construction scheme and the construction scheme of the joints of the reinforced concrete pontoon with the transverse diaphragm and the metal tower, which are designed for the construction of floating composite docks with reduced metal content in the pontoon, have been improved.
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Дисертації з теми "Reinforced concrete construction Design"

1

Ho, Ching-ming Johnny, and 何正銘. "Inelastic design of reinforced concrete beams and limited ductilehigh-strength concrete columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B27500305.

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2

Betaque, Andrew D. "Evaluation of software for analysis and design of reinforced concrete structures." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-09192009-040235/.

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Gao, Bo. "FRP strengthened RC beams : taper design and theoretical analysis /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?MECH%202005%20GAO.

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4

Zou, Xiaokang. "Optimal seismic performance-based design of reinforced concrete buildings /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20ZOU.

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5

Wong, Anthony K. M. "Theoretical investigation of Australian designed reinforced concrete frames subjected to earthquake loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09ENS/09ensw872.pdf.

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6

Coulombe, Chantal. "Seismic retrofit of a reinforced concrete bridge bent." Thesis, McGill University, 2007. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=99754.

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This research project is the second part of a research program carried out by Itagawa (2005) who studied the seismic response of a half-scale model of an existing Montreal bridge built in the 1960's. This project studies the seismic behaviour of the retrofit carried out on the frame structure studied in the first part of the research program. The retrofit was made following the requirements of the current Canadian Highway Bridge Design Code (CHBDC). The philosophy of the CHBDC is to provide flexural yielding in the ductile elements so that brittle failure modes such as shear are prevented. This capacity-design approach resulted in a ductile response and significant energy dissipation of the retrofitted structure.
The retrofit was designed in accordance with the CHBDC provisions. The cap beam and the beam-column joint regions were strengthened with a reinforced concrete sleeve containing additional transverse and longitudinal bars so that plastic hinging would form in the columns. This retrofit represents minimum intervention to improve the response of the frame. The retrofit frame was then subjected to both gravity loads and reversed cyclic loading to simulate seismic loading on the structure. The predictions of the response of the retrofitted frame provided reasonable estimates of first yielding in the column and the general yielding of the frame. Although the columns would not meet the requirements for ductile columns, they had sufficient shear strength and did exhibit a displacement ductility of about 2.3.
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7

Chen, Mantai, and 陈满泰. "Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/206429.

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The stress-strain relationship of concrete in flexure is one of the essential parameters in assessing the flexural strength and ductility of reinforced concrete (RC) structures. An overview of previous research studies revealed that the presence of strain gradient would affect the maximum concrete stress and respective strain developed in flexure. Previously, researchers have conducted experimental studies to investigate and quantify the strain gradient effect on maximum concrete stress and respective strain by developing two strain-gradient-dependent factors k3 and ko for modifying the flexural concrete stress-strain curve. In this study, the author established a new analytical concrete constitutive model to describe the stress-strain behavior of both normal-and high-strength concrete in flexure with the effect of strain gradient considered. Based on this, comprehensive parametric studies have been conducted to investigate the combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns with concrete strength up to 100 MP a by employing the strain-gradient-dependent concrete stress-strain curve using non-linear moment-curvature analysis. From the results of the parametric studies, it is evident that both the flexural strength and ductility of RC beams and columns are improved under strain gradient effect. A design value of ultimate concrete strain of 0.0032and anew equivalent rectangular concrete stress block incorporating the combined effects of strain gradient and concrete strength have been proposed and validated by comparing the proposed theoretical strength with the strength of 198 RC beams and 275 RC columns measured experimentally by other researchers. It is apparent from the comparison that the proposed equations can predict more accurately the flexural strength of RC beams and columns than the current RC design codes. Lastly, for practical engineering design purpose, design formulas and charts have been produced for flexural strength and ductility design of RC beams and columns incorporating the combined effects of strain gradient and concrete strength.
published_or_final_version
Civil Engineering
Master
Master of Philosophy
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8

黃崑 and Kun Huang. "Design and detailing of diagonally reinforced interior beam-column joints for moderate seismicity regions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244233.

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9

Hon, Alan 1976. "Compressive membrane action in reinforced concrete beam-and-slab bridge decks." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5629.

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West, Jeffrey Steven. "Durability design of post-tensioned bridge substructures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Книги з теми "Reinforced concrete construction Design"

1

F, Limbrunner George, ed. Reinforced concrete design. 3rd ed. Englewood Cliffs, N.J: Prentice Hall, 1992.

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2

F, Limbrunner George, ed. Reinforced concrete design. 4th ed. Upper Saddle River, N.J: Prentice Hall, 1998.

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3

F, Limbrunner George, ed. Reinforced concrete design. 2nd ed. Englewood Cliffs, N.J: Prentice-Hall, 1986.

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4

Wang, Chu-Kia. Reinforced concrete design. 4th ed. New York: Harper & Row, 1985.

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5

Wang, Chu-Kia. Reinforced concrete design. 5th ed. New York, NY: HarperCollins, 1992.

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6

Wang, Chu-Kia. Reinforced concrete design. 6th ed. Menlo Park, Calif: Addison-Wesley, 1998.

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7

O, Aghayere Abi, ed. Reinforced concrete design. 7th ed. Upper Saddle River, NJ: Prentice Hall, 2010.

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8

Wang, Chu-Kia. Reinforced concrete design. 7th ed. Hoboken, NJ: John Wiley & Sons, 2007.

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9

Wang, Chu-kia. Reinforced concrete design. 7th ed. New York: Wiley, 2003.

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10

O, Aghayere Abi, ed. Reinforced concrete design. 6th ed. Upper Saddle River, NJ: Prentice Hall, 2007.

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Частини книг з теми "Reinforced concrete construction Design"

1

Mosley, W. H., J. H. Bungey, and R. Hulse. "Composite construction." In Reinforced Concrete Design, 350–73. London: Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_13.

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2

Setareh, Mehdi, and Robert Darvas. "Metric System in Reinforced Concrete Design and Construction." In Concrete Structures, 591–605. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_10.

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Bologna, A., and C. Gavello. "Luigi Santarella: Reinforced concrete design culture through the technical literature." In History of Construction Cultures, 509–16. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003173359-66.

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4

Costa, Eduardo, Paul Shepherd, John Orr, Tim Ibell, and Robin Oval. "Automating Concrete Construction: Digital Design of Non-prismatic Reinforced Concrete Beams." In RILEM Bookseries, 863–72. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49916-7_84.

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Patil, Mahesh Navnath, and Shailendra Kumar Damodar Dubey. "Refined Methodology in Design of Reinforced Concrete Shore Pile: A Design Aid." In Recent Trends in Construction Technology and Management, 897–917. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_67.

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Salem, Yasser S., Guseppe Leminto, and Trung Tran. "Analytical Fragility Curves for Non-Ductile Reinforced Concrete Buildings Retrofitted with Viscoelastic Dampers." In Design and Construction of Smart Cities, 31–38. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64217-4_4.

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Smith, D. G. E., and A. Pomonis. "Steel reinforced concrete: The Japanese perspective on earthquake resistant composite construction." In Seismic Design Practice into the Next Century, 341–51. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-47.

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Smith, D. G. E., and A. Pomonis. "Steel reinforced concrete: The Japanese perspective on earthquake resistant composite construction." In Seismic Design Practice into the Next Century, 341–51. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-47.

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Ali, Mohamed, Imadeddin Zreid, and Michael Kaliske. "Modeling of a Reinforced Concrete Column Under Cyclic Shear Loads by a Plasticity-Damage Microplane Formulation." In Design and Construction of Smart Cities, 13–21. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64217-4_2.

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Sonawane, Yogesh Narayan, and Shailendrakumar Damodar Dubey. "Study on Static Analysis and Design of Reinforced Concrete Exterior Beam-Column Joint." In Recent Trends in Construction Technology and Management, 887–95. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_66.

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Тези доповідей конференцій з теми "Reinforced concrete construction Design"

1

"Flexural Crack Control in Reinforced Concrete." In SP-204: Design and Construction Practices to Mitigate Cracking. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10817.

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"Sustainable and Durable Reinforced Concrete Construction." In "SP-209: ACI Fifth Int Conf Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Quality Con". American Concrete Institute, 2002. http://dx.doi.org/10.14359/12500.

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""Design, Construction, and Monitoring of Fiber Reinforced Polymer Reinforced Concrete Bridge Deck"." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5681.

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"Modeling of Reinforced and Fiber-Reinforced Concrete Slabs under Impact Loads." In "SP-321: Recent Developments in Two-Way Slabs: Design, Analysis, Construction, and Evaluation". American Concrete Institute, 2017. http://dx.doi.org/10.14359/51701195.

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"Risk and Benefits of Including Fiber-Reinforced Concrete for the Design and Construction of a Driveway." In SP-268: Fiber Reinforced Concrete in Practice. American Concrete Institute, 2010. http://dx.doi.org/10.14359/51663716.

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Sakai, Hideaki. "Design method for renewal from reinforced concrete slab to precast prestressed concrete slab." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5013.

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"Repair of Deteriorated Reinforced Concrete Slabs." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/5819.

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"Improving Watertightness of Reinforced Concrete Structures with Shrinkage-Reducing Admixtures." In SP-204: Design and Construction Practices to Mitigate Cracking. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10821.

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"Design and Construction Aspects of Steel Fiber-Reinforced Concrete Elevated Slabs." In SP-274: Fiber Reinforced Self-Consolidating Concrete: Research and Applications. American Concrete Institute, 2010. http://dx.doi.org/10.14359/51664082.

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"Strengthening of Reinforced Concrete Beams Using Prestressed Glass Fiber-Reinforced Plastic." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/9968.

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Звіти організацій з теми "Reinforced concrete construction Design"

1

Roesler, Jeffery, Sachindra Dahal, Dan Zollinger, and W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1. Illinois Center for Transportation, May 2021. http://dx.doi.org/10.36501/0197-9191/21-011.

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This research project conducted laboratory testing on the design and impact of internal curing on concrete paving mixtures with supplementary cementitious materials and evaluated field test sections for the performance of crack properties and CRCP structure under environmental and FWD loading. Three experimental CRCP sections on Illinois Route 390 near Itasca, IL and two continuously reinforced concrete beams at UIUC ATREL test facilities were constructed and monitored. Erodibility testing was performed on foundation materials to determine the likelihood of certain combinations of materials as suitable base/subbase layers. A new post-tensioning system for CRCP was also evaluated for increased performance and cost-effectiveness. This report volume summarizes the three year research effort evaluating design, material, and construction features that have the potential for reducing the initial cost of CRCP without compromising its long-term performance.
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2

Nema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, December 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 facilitate the formation of a rocking interface for concentrating the deformation demands in the columns, thereby reducing earthquake-induced damage. The precast foundation and bent cap have corrugated-metal-duct lined sockets, where the columns will be placed and grouted on-site to form the column–beam joints. Large inelastic deformation demands in the structure are concentrated at the column–beam interfaces, which are designed to accommodate these demands with minimal structural damage. Longitudinal post-tensioned high-strength steel threaded bars, designed to respond elastically, ensure re-centering behavior. Internal mild steel reinforcing bars, debonded from the concrete at the interfaces, provide energy dissipation and impact mitigation.
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3

Bell, Matthew, Rob Ament, Damon Fick, and Marcel Huijser. Improving Connectivity: Innovative Fiber-Reinforced Polymer Structures for Wildlife, Bicyclists, and/or Pedestrians. Nevada Department of Transportation, September 2022. http://dx.doi.org/10.15788/ndot2022.09.

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Engineers and ecologists continue to explore new methods and adapt existing techniques to improve highway mitigation measures that increase motorist safety and conserve wildlife species. Crossing structures, overpasses and underpasses, combined with fences, are some of the most highly effective mitigation measures employed around the world to reduce wildlife-vehicle collisions (WVCs) with large animals, increase motorist safety, and maintain habitat connectivity across transportation networks for many other types and sizes of wildlife. Published research on structural designs and materials for wildlife crossings is limited and suggests relatively little innovation has occurred. Wildlife crossing structures for large mammals are crucial for many highway mitigation strategies, so there is a need for new, resourceful, and innovative techniques to construct these structures. This report explored the promising application of fiber-reinforced polymers (FRPs) to a wildlife crossing using an overpass. The use of FRP composites has increased due to their high strength and light weight characteristics, long service life, and low maintenance costs. They are highly customizable in shape and geometry and the materials used (e.g., resins and fibers) in their manufacture. This project explored what is known about FRP bridge structures and what commercial materials are available in North America that can be adapted for use in a wildlife crossing using an overpass structure. A 12-mile section of US Highway 97 (US-97) in Siskiyou County, California was selected as the design location. Working with the California Department of Transportation (Caltrans) and California Department of Fish and Wildlife (CDFW), a site was selected for the FRP overpass design where it would help reduce WVCs and provide habitat connectivity. The benefits of a variety of FRP materials have been incorporated into the US-97 crossing design, including in the superstructure, concrete reinforcement, fencing, and light/sound barriers on the overpass. Working with Caltrans helped identify the challenges and limitations of using FRP materials for bridge construction in California. The design was used to evaluate the life cycle costs (LCCs) of using FRP materials for wildlife infrastructure compared to traditional materials (e.g., concrete, steel, and wood). The preliminary design of an FRP wildlife overpass at the US-97 site provides an example of a feasible, efficient, and constructible alternative to the use of conventional steel and concrete materials. The LCC analysis indicated the preliminary design using FRP materials could be more cost effective over a 100-year service life than ones using traditional materials.
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4

McKinley, Leo D. Reinforced Concrete Wall Form Design Program. Fort Belvoir, VA: Defense Technical Information Center, August 1992. http://dx.doi.org/10.21236/ada258504.

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5

Gavin, Thomas. Limit Design of Unbraced Reinforced Concrete Frames. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.2559.

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6

Moehle, Jack P., John D. Hooper, and Christopher D. Lubke. Seismic design of reinforced concrete special moment frames :. Gaithersburg, MD: National Institute of Standards and Technology, 2008. http://dx.doi.org/10.6028/nist.gcr.08-917-1.

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MacFarlane, Eric Robert. Proposed Methodology for Design of Carbon Fiber Reinforced Polymer Spike Anchors into Reinforced Concrete. Office of Scientific and Technical Information (OSTI), May 2017. http://dx.doi.org/10.2172/1360687.

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8

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

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9

Yang, Hua, Faqi Liu, Yuyin Wang, and Sumei Zhang. FIRE RESISTANCE DESIGN OF CIRCULAR STEEL TUBE CONFINED REINFORCED CONCRETE COLUMNS. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.094.

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10

Moehle, Jack P., and John D. Hooper. Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers, Second Edition. National Institute of Standards and Technology, August 2016. http://dx.doi.org/10.6028/nist.gcr.16-917-40.

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