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Artigos de revistas sobre o tema "Reinforced concrete Australia Design and construction"

Autor: Grafiati

Publicado: 4 de junho de 2021

Última modificação: 28 de janeiro de 2023

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1

Statton, Peter, and Michael Salu. "Analysis, Design and Construction of Complex Concrete Structures for the Water Treatment Industry." Key Engineering Materials 400-402 (October 2008): 581–86. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.581.

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The design and construction of concrete water treatment and storage structures in Australia has catered for the existing markets. The next generation of these structures needs a more sophisticated approach. Engineers who analyse and design water treatment plants, or water and liquid storage structures, as well as other complex reinforced and pre-stressed concrete structures, will find this paper of interest. Advanced water treatment plants and water factories for recycling domestic and industrial waste water have introduced new complexities into concrete tank design. Two recently constructed A

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2

Elbasha, Nuri Mohamed. "LIGHTER HIGH STRENGTH CONCRETE BEAM." Scientific Journal of Applied Sciences of Sabratha University 2, no. 2 (September 27, 2019): 17–26. http://dx.doi.org/10.47891/sabujas.v2i2.17-26.

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High strength concrete (HSC) has been used extensively in civil construction projects worldwide because it reduces the cross section and the weight of long construction members. In recent years a marked increase in the use of High Strength Concrete (HSC) has been evident in Australian building construction despite the fact that the current Australian design standard provides no design rules for such a material. Very limited information on the properties of HSC and its design and construction processes are available in Australia, although in recent times many studies have been undertaken to pro

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3

Wong, Koon Wan, and Vanissorn Vimonsatit. "Determination of Shear Capacity for Load Rating of Concrete Bridges to AS 5100.7-2017." Infrastructures 7, no. 11 (November 17, 2022): 156. http://dx.doi.org/10.3390/infrastructures7110156.

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According to Modified Compression Field Theory (MCFT), the ultimate shear capacity of a reinforced concrete section depends on load effects (shear, moment, torsion, and axial force) caused by factored design loads. In many design standards, including Australian AS 5100.7, MCFT has been incorporated for bridge assessment, which requires a load rating to be carried out according to the loading of the nominated rating vehicle as prescribed in the standard. Recently, some approaches have been proposed for bridge load rating that have suggested using an iterative-search procedure to determine the s

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4

Romanenko, S. M., and Y. P. Andriievska. "TECHNICAL INSPECTION OF THE STRUCTURE AND DEVELOPMENT OF THE STRUCTURE OF FRAMES WITH COLD-ROLLED THIN-WALLED PROFILES." Modern structures of metal and wood, no. 25 (August 2021): 119–29. http://dx.doi.org/10.31650/2707-3068-2021-25-119-129.

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Cold rolled steel structures have been known since the mid-19th century in the United States and Great Britain. Despite the advances in the development of cold-rolled structures, the level of their use was lower than that of hot-rolled structures. A significant factor that influenced this imbalance in application was the fact that there were no regulations. Into different countries of the world have their own national regulations for the calculation of cold-rolled steel structures, which have many controversies. In the European group includes the norms of the countries of the European Union, G

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Scutarasu, Constantin Sorin, Dan Diaconu-Şotropa, and Marinela Barbuta. "Case Study on Modeling Fire Action Complexity in Fire Safety Engineering of Structures." Advanced Engineering Forum 21 (March 2017): 102–7. http://dx.doi.org/10.4028/www.scientific.net/aef.21.102.

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Important goals in the fire safety design, such as preventing loss of life and goods damage, are achieved by maintaining the stability of structures exposed to fire for a period of time established by norms and standards. Real fire scenarios confirm that the specific technical regulations which actually have a prescriptive character (both national and international) do not deal with sufficient possibilities regarding the assessment of structural fire safety. The new approach on structural safety, based on engineering notions, gives us additional prospects on it and it is included in the issues

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6

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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7

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 mecha

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8

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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9

Castel, Arnaud, Raoul François, Maria Paola Santisi d’Avila, and Doug Jenkins. "New service limit state criteria for reinforced concrete in chloride environments." Corrosion Reviews 37, no. 1 (January 28, 2019): 21–29. http://dx.doi.org/10.1515/corrrev-2017-0100.

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AbstractIn chloride environments, reinforcement stress limits, intended to control flexural cracking, are one of the most important requirements for service limit state (SLS) design. However, concrete damage at the steel-concrete interface between bending cracks, so called cover-controlled cracking, is always correlated to areas of severe steel reinforcement corrosion. Based on the assumption that cover-controlled cracking should be limited, a model has been developed to provide alternative reinforcement stress limits in marine exposure conditions such as concrete in sea water, including perma

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10

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

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11

Alnuaimi, A. S., and P. Bhatt. "Design of solid reinforced concrete beams." Proceedings of the Institution of Civil Engineers - Structures and Buildings 159, no. 4 (August 2006): 197–216. http://dx.doi.org/10.1680/stbu.2006.159.4.197.

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12

MIYAZUMI, Katsuhiko, Masashi MURAKAMI, and Kiyoshi OGAWA. "DESIGN AND CONSTRUCTION OF A TALL REINFORCED CONCRETE STACK." AIJ Journal of Technology and Design 6, no. 10 (2000): 71–76. http://dx.doi.org/10.3130/aijt.6.71_1.

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13

Otani, Shunsuke. "Earthquake Resistant Design of Reinforced Concrete Buildings." Journal of Advanced Concrete Technology 2, no. 1 (2004): 3–24. http://dx.doi.org/10.3151/jact.2.3.

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14

Bagnoli, Matteo, Ernesto Grande, and Gabriele Milani. "Reinforced Concrete Infilled Frames." Encyclopedia 2, no. 1 (February 9, 2022): 473–85. http://dx.doi.org/10.3390/encyclopedia2010030.

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Masonry-Infilled Reinforced Concrete Frames are a very widespread structural typology all over the world for civil, strategic or productive uses. The damages due to these masonry panels can be life threatening to humans and can severely impact economic losses, as shown during past earthquakes. In fact, during a seismic event, most victims are caused by the collapse of buildings or due to nonstructural elements. The damage caused by an earthquake on nonstructural elements, i.e., those not belonging to the actual structural body of the building, is important for the purposes of a more general de

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15

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

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Pilakoutas, Kypros, Maurizio Guadagnini, Kyriacos Neocleous, and Stijn Matthys. "Design guidelines for FRP reinforced concrete structures." Proceedings of the Institution of Civil Engineers - Structures and Buildings 164, no. 4 (August 2011): 255–63. http://dx.doi.org/10.1680/stbu.2011.164.4.255.

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17

Cosenza, Edoardo, Carlo Greco, and Marisa Pecce. "Nonlinear Design of Reinforced Concrete Continuous Beams." Structural Engineering International 1, no. 1 (February 1991): 19–27. http://dx.doi.org/10.2749/101686691780617869.

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18

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 i

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19

Izumi, K., T. Mitsuishi, H. Tominaga, and K. Funamoto. "The Retrofitting Design and Construction of Reinforced Concrete Bridge Piers." Concrete Journal 34, no. 8 (1996): 29–36. http://dx.doi.org/10.3151/coj1975.34.8_29.

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20

Kaneko, Yutaro. "Stress Design and Construction of Reinforced Concrete Curved Surface Structures." IABSE Symposium Report 86, no. 5 (January 1, 2002): 15–20. http://dx.doi.org/10.2749/222137802815776469.

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21

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

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22

Bu, Na Rui, Huan Qing Cai, Run Shan Bai, and Zhi Qiang Li. "Quality Inspection of Reinforced Concrete Structures and Reinforcement." Advanced Materials Research 479-481 (February 2012): 1036–40. http://dx.doi.org/10.4028/www.scientific.net/amr.479-481.1036.

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In the modern design and construction of building structures, building structural safety, reliability is a top priority for construction work. In combination with practical engineering quality inspection and reinforcement methods the building structure are analyzed and presented.

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23

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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24

Besevic, M., M. Vojnic Purcar, L. Kozaric, and S. Bursac. "Structural design of the radar station of “Besna Kobila” Serbia." IOP Conference Series: Materials Science and Engineering 1242, no. 1 (April 1, 2022): 012005. http://dx.doi.org/10.1088/1757-899x/1242/1/012005.

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Abstract The location of the new radar station facility is located at the top of the Besna Kobila mountain in Serbia at an altitude of approximately 1904 m. The construction of the building is reinforced concrete. The building consists of ground floor and first floor with technical and other areas. From the 2nd to the 6th floor there is a communication central reinforced concrete core. At the level of the 6th floor, a platform was formed for storing equipment and supporting the antenna dome with a diameter of R = 15. The total height of the building with a dome is H = 37.0 m. Horizontal floor

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25

B. Uy. "Modern design, construction and maintenance of composite steelconcrete structures: Australian experiences." Electronic Journal of Structural Engineering, no. 2 (December 1, 2007): 42–48. http://dx.doi.org/10.56748/ejse.802.

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Modern design, construction innovation and maintenance issues have been extensively utilised for composite steel-concrete building structures in Australia. This paper provides an overview of the design codes, innovative construction applications and maintenance issues for steel-concrete composite members in Australia. The paper initially provides an overview of the various codes of practice for steel-concrete composite members in Australia. In identifying construction innovation significant projects to adopt composite construction techniques are considered. Many of these projects have found th

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26

Ren, Zhen. "Study on Structure Analysis of Prestressed Reinforced Concrete Inverted Siphon." Applied Mechanics and Materials 488-489 (January 2014): 585–88. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.585.

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This paper adopt universal finite element calculation software to carry out force analysis for Shayubeigou prestressed reinforced concrete inverted siphon,computer is applied in analysis of prestressed reinforced concrete inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operating process. The calculation results further shown design schemes rationality and safety. which provide reliable reference of design and construction for the prestressed reinforced concrete inverted siphon.

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27

Shi, Xiaona, Xian Rong, Lin Nan, Lida Wang, and Jianxin Zhang. "A New Steel-Joint Precast Concrete Frame Structure: The Design, Key Construction Techniques, and Building Energy Efficiency." Buildings 12, no. 11 (November 14, 2022): 1974. http://dx.doi.org/10.3390/buildings12111974.

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Assembled methods play a critical role in the construction of precast concrete structures. However, conventional dry-connections-like sleeve grouting joints in precast concrete structures lagged at a low construction and management efficiency with poor quality control. In this study, a novel steel joint for precast reinforced concrete beam-column components is proposed to improve constructability. New joints transform the assembled method from reinforced concrete members into a steel structure by setting a pre-embedded steel connector at both ends of reinforced concrete beams and columns, show

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28

Ali, Mir M., and Donald E. Grierson. "Nonlinear Design of Reinforced Concrete Frameworks." Journal of Structural Engineering 112, no. 10 (October 1986): 2216–33. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:10(2216).

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Sun, Bao‐Jun, and Zhi‐Tao Lu. "Design Aids for Reinforced Concrete Columns." Journal of Structural Engineering 118, no. 11 (November 1992): 2986–95. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:11(2986).

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Moretti, Marina L., Theocharis Papatheocharis, and Philip C. Perdikaris. "Design of Reinforced Concrete Infilled Frames." Journal of Structural Engineering 140, no. 9 (September 2014): 04014062. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001042.

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Garcez, Estela O., Muhammad I. Kabir, Mahbube Subhani, Alastair MacLeod, Andras Fehervari, Mitchell Hall, and Patrick Moulton. "Development of high strength self-compacting fibre reinforced concrete for prefabricated concrete industry." MATEC Web of Conferences 275 (2019): 02011. http://dx.doi.org/10.1051/matecconf/201927502011.

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Prefabricated construction is an emerging industry in Australia and considered a key mechanism to boost productivity in the construction industry. The use of fibre reinforced concrete has a huge potential in the prefabricated industry as the concrete can be delivered straight to the precast mould, eliminating in many cases the steel reinforcement, thus increasing production quotas and cost savings. Such results can be further improved by utilising self-compacting concrete reinforced with fibres. Although the use of steel fibres as reinforcement is now well established, in the precast industry

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Zhadanovsky, Boris. "Mechanical processing of concrete and reinforced concrete with diamond tool." MATEC Web of Conferences 193 (2018): 03013. http://dx.doi.org/10.1051/matecconf/201819303013.

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The technology and organization of construction production using high-performance machines equipped with a diamond tool for machining concrete, concrete and stone surfaces is considered. Various installations, machines and mechanisms with a diamond tool for milling, grinding, drilling and cutting surfaces are presented. The design decisions of the grinding machine MSh-300, installations for machining the surfaces of facing slabs, a high-performance drilling machine and a concrete surface milling cutter are considered. An analysis of domestic and foreign installations has been carried out, whic

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Liu, Hong Bin, and Meng Li. "Heightening Design and Construction of the Reinforcement Concrete Chimney in Heated State." Advanced Materials Research 243-249 (May 2011): 5610–13. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.5610.

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This paper introduced a project of reinforced concrete chimney with a height of 90 meters, which does not stop construction at nearly 200 degree Celsius, increased the height of the chimney with 10 meters. Reasonable structural measures were promoted to ensure the normal pouring of concrete chimneys. Compared with the normal condition, this measure is economical, low investment, feasible, etc. It provides far-reaching significance that increasing the height of the reinforced concrete chimney at the high temperature state.

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Aoyama, H. "Recent development in seismic design of reinforced concrete buildings in Japan." Bulletin of the New Zealand Society for Earthquake Engineering 24, no. 4 (December 31, 1991): 333–40. http://dx.doi.org/10.5459/bnzsee.24.4.333-340.

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    Japan experienced a quick development of highrise reinforced concrete frame-type apartment building construction, about 30 stories high, in the last decade. Outline of this development is first introduced in terms of planning of buildings, materials, construction methods, earthquake resistant design and dynamic response analysis. This quick development was made possible by, among others, the available high strength concrete and steel. In an attempt to further promote development of new and advanced reinforced concrete building structures, a five-year national projec

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35

Cao, Yu, Yi Feng Zheng, and Xiao Cong Xi. "Construction Control Analysis of Large Span Reinforced Concrete Arch Bridge." Advanced Materials Research 490-495 (March 2012): 1186–90. http://dx.doi.org/10.4028/www.scientific.net/amr.490-495.1186.

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Construction monitoring of reinforced concrete arch bridge mainly include both the linear of structure and structural stress, comprehensive tracking control must be conducted to make smoothly construction of bridge and meet the design requirements. Taking 2# bridge in International Tourism Resort District of Changbai Mountain as the engineering background, according to features of sub-situ construction control of main arch, a reasonable program of construction control is adopted, to ensure that status of structural internal forces meet the design requirements or in a secure area during the con

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Zhang, Shao Jun. "The Construction Quality Control Measures of Reinforced Concrete Cover Research." Applied Mechanics and Materials 599-601 (August 2014): 1094–97. http://dx.doi.org/10.4028/www.scientific.net/amm.599-601.1094.

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reinforced concrete structures reinforced protective layer deviation will directly affect the mechanical properties and durability of the reinforced concrete member, in relation to the structure of the use of safety and service life. The control to the protective layer of reinforced concrete structures include the following aspects: to do a good job of double sample, reinforced the blue prints.the design, production and installation of template engineering, reinforcing steel bar colligation molding process, placed, binding of fixed steel protective layer block and the requirements on the insta

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Tan, Min. "Simulation Analysis Reinforced Concrete U-Shaped Aqueduct." Applied Mechanics and Materials 394 (September 2013): 345–48. http://dx.doi.org/10.4028/www.scientific.net/amm.394.345.

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This paper adopts finite element method to carry out simulation analysis for Enzitan reinforced concrete U-shaped aqueduct. Deducing variation law of the aqueducts stress and displacement in construction process and operational process, researching the rationality of aqueduct structure design scheme. Analysis results show that, Enzitan reinforced concrete aqueduct structure is reasonable, force of aqueduct structure is explicit, it meets the requirements for design.

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Kim, Seong-Min, Young Kyo Cho, and Jun Ho Lee. "Advanced reinforced concrete pavement: Concept and design." Construction and Building Materials 231 (January 2020): 117130. http://dx.doi.org/10.1016/j.conbuildmat.2019.117130.

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Zhang, Jing Wei, and Xian Xi Tang. "Analysis of Design and Calculation of Wall Protection for Railway Cable Well Construction." Advanced Materials Research 1145 (March 2018): 129–33. http://dx.doi.org/10.4028/www.scientific.net/amr.1145.129.

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The design and calculation of prefabricated assembled reinforced concrete wall protection of cable well plays an important role in ensuring the smooth construction works of railway cable wells. In this paper, taking Ningqi railway route cable well as an example, the design and inspection of prefabricated reinforced concrete wall protection of railway cable wells are analyzed. The calculation includes strength checking and stability checking. Through those checking’s the prefabricated assembled reinforced concrete wall protection of cable well is ensured to meet the requirements of engineering

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LEE, Jung ho, and Yasushi SHIMIZU. "STUDY ON SHEAR DESIGN EQUATIONS FOR REINFORCED CONCRETE MEMBERS." Journal of Structural and Construction Engineering (Transactions of AIJ) 61, no. 483 (1996): 121–28. http://dx.doi.org/10.3130/aijs.61.121_2.

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Cui, Wen, and Qin Luo. "Application Study on the Steel Fiber Reinforced Concrete." Applied Mechanics and Materials 204-208 (October 2012): 3740–43. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3740.

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Mix design of the steel fiber reinforced concrete was analyzed based on the engineering conditions. It was indicated by comparing with the strength values of steel fiber reinforced concrete (CF40) and ordinary concrete (C40) that the tensile strength of the steel fiber reinforced concrete increased about 70%, the compressive strength increased about 10%, the initial cracking strength increased about 150%.The reasonable construction technologies were used in mixing, transportation, pouring, vibrating and curing of the steel fiber reinforced concrete in order to ensure quality of the constructio

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42

Luévanos Rojas, Arnulfo. "Numerical experimentation for the optimal design of reinforced rectangular concrete beams for singly reinforced sections." DYNA 83, no. 196 (April 20, 2016): 134–42. http://dx.doi.org/10.15446/dyna.v83n196.48031.

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<p>This paper presents a model for the optimal design of reinforced rectangular concrete beams for singly reinforced sections. It develops an analytical approach to the problem, based on a criterion of minimum cost and minimum weight design with a reduced number of design variables. Representative examples are presented to illustrate the applicability of the formulation in accordance with building code requirements for structural concrete (ACI 318S-13), including the comments on the standards. A comparison is made between the optimal design solution and current design practice for reinfo

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Ovchinnikova, A. E., and A. S. Belkin. "Designing reinforced concrete structures in the ARM Model Studio CS." Upravlenie kachestvom (Quality management), no. 1 (January 1, 2023): 55–59. http://dx.doi.org/10.33920/pro-01-2301-09.

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The construction of buildings and structures made of reinforced concrete structures, both prefabricated and monolithic, has become widespread in modern construction. Accordingly, there are more and more requirements for the design of this type of objects. To simplify the work on projects, there are many programs for the construction of objects for various purposes and obtaining project documentation. One of the solutions in the field of design of the architectural and construction part (AR, AS, KJ, KM brands) is the Model Studio CS Construction Solutions program, which is part of the product l

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Fang, Rui, and Jiang Chen. "Effects of Design and Construction Factors on Continuously Reinforced Concrete Pavement Performance." Applied Mechanics and Materials 97-98 (September 2011): 138–45. http://dx.doi.org/10.4028/www.scientific.net/amm.97-98.138.

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In order to study the effects on the performance of continuously reinforced concrete pavement (CRCP) of some factors, eleven CRCP test sections were designed and constructed in Yanwei Expressway in China. The factors considered included concrete material, base configuration, epoxy coated of steel, transverse steel orientation, the depth of longitudinal reinforcement and the active cracks spacing. Concrete properties tests, early age cracking monitor and falling weight deflectometer tests were all carried out in these test sections. Furthermore, the field investigations to several other CRC pav

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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. Th

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Qian, Kun, Miao Wang, Guang Hui Jia, and Yuan Xia. "Research on Optimization Design of EPS Module Reinforced Concrete Frame Structure." Advanced Materials Research 997 (August 2014): 405–8. http://dx.doi.org/10.4028/www.scientific.net/amr.997.405.

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Advantages of EPS module Reinforced concrete frame structure are enormous. For example, High precision, low cost, fast construction speed, low energy consumption. It has a wide application prospect in town building and post disaster reconstruction, cold region housing industrialization and other fields. It must have considerable economic benefit, if we can optimize the design reasonable on EPS module Reinforced concrete frame structure. As the design variables, constraint conditions, calculation and other reasons. In fact we are not on the EPS module Reinforced concrete frame structure to opti

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Yagi, S., T. Fujii, H. Tabuchi, and T. Senda. "Design and Construction of a 41-Story Reinforced Concrete Tube Structure." Concrete Journal 29, no. 8 (1991): 35–47. http://dx.doi.org/10.3151/coj1975.29.8_35.

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Ma, Ming Lei, Gui Ling Wang, Dong Mei Miao, and Bao Yu Lian. "Design and Construction of the Cofferdam Pile with GFRP Reinforced Concrete." Advanced Materials Research 671-674 (March 2013): 437–40. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.437.

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FRP (Fiber reinforced polymer) is a two-way designed material from both macro and micro design. Former design was carried out according to the structural design, and the micro design is the material design on fiber volume ratio and the resin types. FRP is eminent in civil engineering because of its high strength to weight ratio, durability prolongation, high stiffness to weight ratio and its fatigue resistance behaviors. Right now, lots of applications were found in offshore engineering, hydraulic engineering and railway engineering. This article focused on both design and construction of the

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Stewart, M. G. "Structural reliability and error control in reinforced concrete design and construction." Structural Safety 12, no. 4 (November 1993): 277–92. http://dx.doi.org/10.1016/0167-4730(93)90057-8.

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Ramadan, Safwat H., and M. Hesham El Naggar. "Design guidelines for reinforced concrete three-sided culverts." Tunnelling and Underground Space Technology 119 (January 2022): 104259. http://dx.doi.org/10.1016/j.tust.2021.104259.

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