Relevant bibliographies by topics / Prefabricated concrete- and steel

Contents

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

Academic literature on the topic 'Prefabricated concrete- and steel'

Author: Grafiati
Published: 4 June 2021
Last updated: 19 February 2022

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Journal articles on the topic "Prefabricated concrete- and steel"

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Wu, Jiang Chuan, Ji Wen Zhang, and Dong Yang. "Study on Bond-Slip Behavior of the Channel Steel Connectors at the End of Novel Prefabricated Prestressed Concrete Beams." Applied Mechanics and Materials 353-356 (August 2013): 3593–97. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.3593.

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The channel steel connectors of novel prefabricated prestressed concrete beam play an extremely important role in structures. They act as the connectors of prefabricated beams and columns and support the prefabricated beams temporarily at construction stage, work as shear connectors of the adjoining faces between the old and new concrete at using stage. But they are easy to be bond slip failure for its complicated stress states. To analyze their mechanical behavior and failure mode, the interaction between concrete and channel steels is considered by adopting the spring unit and nonlinear anal
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Hu, Zhijian, Yasir Ibrahim Shah, and Pengfei Yao. "Experimental and Numerical Study on Interface Bond Strength and Anchorage Performance of Steel Bars within Prefabricated Concrete." Materials 14, no. 13 (2021): 3713. http://dx.doi.org/10.3390/ma14133713.

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This study investigates the interface bond strength and anchorage performance of steel bars within prefabricated concrete. Twenty-two specimens were designed and manufactured to study the interface bond behavior of deformed and plain steel bars under a larger cover thickness. Diameter of steel bars, strength grade of concrete, and anchorage length were considered influential factors. The finite element method (ABAQUS) was used for the validation of experimental results. The interface bond’s failure mechanism and the anchorage length in the prefabricated concrete under different concrete streng
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Wang, Yabo, H. T. Liu, G. F. Dou, C. H. Xi, and L. Qian. "Experimental Study of Multi-Ribbed One-Way Composite Slabs Made of Steel Fibre, Foam, and Normal Concrete." Archives of Civil Engineering 64, no. 2 (2018): 79–96. http://dx.doi.org/10.2478/ace-2018-0018.

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Abstract This paper aims to study the effect of reinforcement configuration (steel fibre and rebar) on the mechanical performance of composite slabs of the same total steel contents. We manufactured four pieces of fullscale multi-ribbed composite prefabricated slabs with different reinforcement configurations by using steel fibrereinforced concrete, foam concrete, and normal concrete. The multi-ribbed composite prefabricated slab has many excellent properties, such as light weight, good thermal and sound insulation. Thus, it can be applied to fabricated structures. In addition, the composite p
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Li, Yong Xing, Lu Jiang, Zhi Qiang Yu, Jie Li, and Yong Wei Li. "Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs." Applied Mechanics and Materials 166-169 (May 2012): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.3.

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Tests on two simple supported steel bar truss and concrete superimposed floor slabs have been carried out to study their mechanic behavior and bearing capacities. The one is prefabricated steel truss concrete slab without temporary support in the mid-span to simulate its mechanic status in construction stage, the other is superimposed board (prefabricated + post-cast layer) in use phase. Test results show that the deformation of the prefabricated steel truss concrete slab in construction stage meets the requirement of the Code, and the slab is mainly controlled by deflection instead of cracks;
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Xie, Qun, Song Xue, Zhen-hua Liang, and Ming-qiang Lin. "Experimental investigation of prefabricated steel-truss waffle slab under flexural loading." Advances in Structural Engineering 23, no. 2 (2019): 263–76. http://dx.doi.org/10.1177/1369433219868928.

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A novel type of prefabricated steel-truss waffle slab has been proposed in this article, and compared with traditional waffle slab, there are several typical characteristics of this floor system, including welded steel wire mesh laid in top concrete wythe, orthogonal steel trusses used to reinforce concrete ribs, and foamed concrete blocks filled among the ribs with the purpose of heat insulation and fire resistance. A special template system is adopted for the installation and concrete cast of prefabricated steel-truss waffle slab. All steel segments in prefabricated steel-truss waffle slab a
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Garcez, Estela O., Muhammad I. Kabir, Mahbube Subhani, et al. "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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Lin, GAO, XIAO Xian, GUO Kaixuan, and LIU Kunxiong. "Comparative study on connection performance of steel joints in the prefabricated steel reinforced concrete shear wall." E3S Web of Conferences 198 (2020): 01028. http://dx.doi.org/10.1051/e3sconf/202019801028.

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In order to respond to the call of the strategy to vigorously carry out the fabricated structure, a new lateral connection joint-prefabricated steel joint with grouting bolt sleeve, which is adopted in the prefabricated steel reinforced concrete shear wall structure. Through uniaxial tensile test and finite element analysis, the prefabricated steel joint is comprehensive analysed, to get the impact trend of the anchorage length, sleeve wall thickness, bolt diameter to the connection performance, to determine the practicability and reliability of the connection way, and to ensure connection per
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Chuai, Jun, Zhilong Hou, Zhenqing Wang, and Lumin Wang. "Mechanical Properties of the Vertical Joints of Prefabricated Underground Silo Steel Plate Concrete Wall." Advances in Civil Engineering 2020 (December 19, 2020): 1–18. http://dx.doi.org/10.1155/2020/6643811.

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Reliable joint connection is key to designing prefabricated structures. To study the mechanical properties of the vertical joints in the designed prefabricated underground silo steel plate concrete composite wall and verify their reliability, flexural and compressive experiments were conducted using two groups of six full-scale steel plate concrete composite wall specimens; the mechanical properties between jointed and jointless specimens were compared and analyzed. The experimental results indicate that all specimens are in the elastic stage during the entire loading process; further, they ex
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Snirc, Lubos, Monika Nagyova, and Jan Ravinger. "Self-Supporting Form for the Production of Prestressed Concrete Prefabricates." Applied Mechanics and Materials 837 (June 2016): 113–20. http://dx.doi.org/10.4028/www.scientific.net/amm.837.113.

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We are going to present in this article an actual problem in the production of prestressed concrete prefabricated elements. There is a problem of high transport costs in the case of bridges, that are made from prefabricates. In the production of T type or double T type cross section we can have a situation that the form could be more than 100 m long and prestressing force is self-fixed. Putting the polystyrene in the form we can produce 10 or more beams in one step. From a viewpoint of theoretical background this steel form represents a problem of stability and friction. A special steel assemb
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Tavoussi, Kamyar, Alireza Fadai, Felipe Riola-Parada, and Wolfgang Winter. "Development of Prefabricated Timber-Steel-Concrete Ribbed Decks." Applied Mechanics and Materials 887 (January 2019): 21–29. http://dx.doi.org/10.4028/www.scientific.net/amm.887.21.

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In the last years several projects of medium and high-rise timber-based multi-story buildings have been proposed and developed. In most of the cases timber-concrete composite (TCC) floors play a significant role for the design of the structural slabs due to acoustic performance, fire protection and structural issues. Within several research projects and with the aim to optimize the structural and ecological characteristics of building components the Department of Structural Design and Timber Engineering (ITI) at the Vienna University of Technology (TU Wien) developed timber-steel hybrid beams
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Dissertations / Theses on the topic "Prefabricated concrete- and steel"

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Bartosch, Václav. "Montovaná konstrukce haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265482.

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Master´s thesis describes the design and static calculating of selected elements of prefabricated reinforced concrete hall with bulit-in office, elaboration of basic drawings of the project documentation, shape and reinforcemenet drawings of these selected structural prefabricated elements. The work also includes technical report, details of selected element´s contacts, drawing of plates and study of the behavior of reinforced buildings. Calculation was performed by using a computer program AxisVm, Microsoft Excel a IDEA StatiCa
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Lindgren, Aron, and Daniel Larsson. "Våningspåbyggnad av miljonprogrammets flerbostadshus : Förutsättningar och kontroller för genomförandet av våningspåbyggnader." Thesis, KTH, Byggteknik och design, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-102010.

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Under de så kallade rekordåren mellan 1961-1975 byggdes det totalt 920,000 lägenheter i flerbostadshus i Sverige, och idag finns omkring 850,000 av dessa kvar. Den vanligaste byggnadstekniken under perioden var med byggande av förtillverkade våningshöga fasadelement tillsammans med en platsbyggd bokhyllestomme med tvärgående bärande innerväggar och gavlar. Syftet med arbetet är att kontrollera om en våningspåbyggnad på ett referenshus från miljonprogrammet med bokhyllestomme är möjlig för att skapa nya lägenheter som medför ökade hyresintäkter för fastighetsägaren, och kan medverka till ökad v
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Shamsai, Mohammad. "Prefabricated cage system for reinforcing concrete members." Columbus, Ohio : Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1141744526.

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Kalian, Abdulla A. A. "Computer aided manufacturing for prefabricated concrete buildings." Thesis, Teesside University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.410843.

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Lindwall, Caroline, and Jonas Wester. "Modelling Lateral Stability of Prefabricated Concrete Structures." Thesis, KTH, Betongbyggnad, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188586.

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Stability calculations of prefabricated concrete structures with help of FEM-tools demand knowledge about how the elements are related to each other. This thesis concerns how joints between building elements affect the results when modelling prefabricated concrete structures, with demarcation to joints between hollow core (HC) slabs and between solid wall elements. The thesis also covers how the properties of the floor can be adjusted to account for the effects of the joints without modelling every single element. The work started by measuring the deflection of 10 HC-slabs jointed together and
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Bengtsson, Pär, and Johan Wallin. "Analysis of a Prefabricated Concrete Skew Angle Slab Bridge." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-81146.

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Prefabricated concrete elements are widely used in the construction industry today. With advantages such as time savings, increased safety at the construction site and minimized material usage, prefab becomes a major challenger to the traditional on-site casting construction method. However, constructing a bridge in concrete still presents challenges when using prefab as a construction method. Hence, more research in the area is needed. This master thesis has been studying the behavior of a prefabricated skew angle slab and the connection between the slab and wall elements of a bridge. The stu
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Wingårdh, Ludvig. "Construction of prefabricated concrete buildings : A comparative attributional LCA." Thesis, KTH, Hållbar utveckling, miljövetenskap och teknik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-299525.

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This master thesis investigated the influence of prefabrication rate of buildings on the embodied environmental impacts. Through a comparative attributional LCA four different Swedish buildings were investigated to explore the influence of PR on the environmental impacts in the categories Cumulative Energy Demand, Global Warming Potential, Water Consumption, Fossil Resource Scarcity, and Mineral Resource Scarcity. The reference buildings had prefabricated rates of 14, 26, 38 and 91%. The results indicate that a higher prefabricated rate (PR) can lead to a lower impact in these categories to so
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Podola, Lukáš. "Autodílny s autoškolou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227674.

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The goal of this diploma thesis is to partly elaborate the project documentation of a car repair shop. The building is situated in Hranice (Přerov district) next to the industrial estates near a town part called Nová. It is a three storey building with two aboveground floors and a basement. The building is divided into two parts. The industrial part is designed as prefabricated structure and the non-industrial part is designed to be bricked in Wienerberger Porotherm system. The building is intended for maintenance and repair of racing cars. There are also the office spaces for the company's ma
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Abosrra, L. R. "Corrosion of steel reinforcement in concrete : corrosion of mild steel bars in concrete and its effect on steel-concrete bond strength." Thesis, University of Bradford, 2010. http://hdl.handle.net/10454/5417.

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This thesis reports on the research outcome of corrosion mechanism and corrosion rate of mild steel in different environments (saline, alkaline solutions and concrete media) using potentiodynamic polarization technique. The study also included the effect of corrosion on bond strength between reinforcing steel and concrete using pull-out test. Corrosion of mild steel and 316L stainless steel with different surface conditions in 1, 3 and 5% saline (NaCl + Distilled water) was investigated. Specimens ground with 200 and 600 grit silicon carbide grinding paper as well as 1μm surface finish (polish
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Jeyarupalingam, Nadarajah. "Steel, steel/concrete composite and reinforced concrete beams and columns exposed to fire." Thesis, City University London, 1996. http://openaccess.city.ac.uk/7766/.

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This thesis describes the development of a numerical method for the structural analysis of beams and columns subjected to a non-linear variation of temperatures in all three directions. The numerical method allows for analysis of a wide variety of cross sections with a number of materials and members with varying cross section along the length. The member can be subjected to any combination of axial load, end moments, lateral load and bi-axial bending. Any fire temperature characteristic can be specified. The numerical method has been validated by comparing results with a number of experimenta
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Books on the topic "Prefabricated concrete- and steel"

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Steel-concrete composite bridges. Thomas Telford, 2005.

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Singh, Harvinder. Steel Fiber Reinforced Concrete. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2507-5.

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Institution, British Standards. Steel, concrete and composite bridges. BSI, 1988.

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Bertolini, Luca, Bernhard Elsener, Pietro Pedeferri, Elena Redaelli, and Rob B. Polder. Corrosion of Steel in Concrete. Wiley-VCH Verlag GmbH & Co. KGaA, 2013. http://dx.doi.org/10.1002/9783527651696.

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Plotkin, Donald. Prefabricated concrete panel railroad crossings with preformed rubber flangeway fillers. U.S. Army Center Public Works, 1997.

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Composite structures of steel and concrete. 2nd ed. Blackwell Scientific, 1994.

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Manning, David C. Reflections on steel corrosion in concrete. Research and Development Branch, Ontario Ministry of Transportation, 1991.

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Steel-concrete structures for multistorey buildings. Elsevier, 1991.

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United States International Trade Commission. Steel concrete reinforcing bars from Turkey. U.S. International Trade Commission, 1996.

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Inc, ebrary, ed. Cathodic protection of steel in concrete. E & FN Spon, 1998.

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Book chapters on the topic "Prefabricated concrete- and steel"

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Fuchs, Kerstin, Georg Gaßner, and Johann Kollegger. "Steel- Concrete- Composite Bridges with Innovative Prefabricated Slab Elements." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_295.

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Lewicki, Bohdan. "Prefabricated Concrete Systems." In Second Century of the Skyscraper. Springer US, 1988. http://dx.doi.org/10.1007/978-1-4684-6581-5_41.

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Libby, James R. "Steel for Prestressing." In Modern Prestressed Concrete. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4615-3918-6_2.

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Bhate, Ajit Vasant. "Intricate and Challenging Projects in Prefabricated Concrete." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_306.

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Kuklík, Petr, Pavel Nechanický, and Anna Kuklíková. "Development of Prefabricated Timber-Concrete Composite Floors." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_42.

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Crocetti, Roberto, Tiziano Sartori, Roberto Tomasi, and José L. F. Cabo. "An Innovative Prefabricated Timber-Concrete Composite System." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_47.

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Roberts, T. M. "Steel Concrete Composite Construction." In Steel Plated Structures. Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_6.

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Yao, Jialiang, Zhigang Zhou, and Hongzhuan Zhou. "Steel Fiber Reinforced Concrete." In Highway Engineering Composite Material and Its Application. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6068-8_3.

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Anton, Ana, Andrei Jipa, Lex Reiter, and Benjamin Dillenburger. "Fast Complexity: Additive Manufacturing for Prefabricated Concrete Slabs." In RILEM Bookseries. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49916-7_102.

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Hwang, Hyeon-Jong. "Prefabricated Steel-Reinforced Concrete Composite Column." In New Trends in Structural Engineering. IntechOpen, 2018. http://dx.doi.org/10.5772/intechopen.77166.

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Conference papers on the topic "Prefabricated concrete- and steel"

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Pavlović, Marko, Milan Spremić, Zlatko Marković, and Milan Veljković. "Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks." In International Conference on Composite Construction in Steel and Concrete 2013. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.052.

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Shim, Chang-Su, Hyung-Keun Ryu, Chul-Hun Chung, Seok-Goo Youn, and Sung-Pil Chang. "Inelastic Behavior of a Continuous Composite Box-Girder Bridge with Prefabricated Slabs." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)6.

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Chua, Yie Sue, Jat Yuen Richard Liew, and Sze Dai Pang. "Robustness of Prefabricated Prefinished Volumetric Construction (PPVC) High-rise Building." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6955.

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Due to the safety awareness arisen from natural and human-caused disasters, robustness design of building is increasingly important to ensure the stability of the building and to prevent progressive collapse. For this reason, the robustness design of innovative construction technologies such as modular construction may be essential due to its relative novel structural form and numerous joints among modules. Particularly in Singapore, Prefabricated Prefinished Volumetric Construction (PPVC) has been highly promoted in residential and commercial buildings, hostels and hospitals to boost the cons
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Ahmed, Inas Mahmood, Konstantinos Daniel Tsavdaridis, Farzad Neysari, and John Forth. "Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6925.

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This paper introduces a novel prefabricated and shallow steel-concrete composite flooring system which is consisted of two main structural components: two C-channel steel beams and a partially encased concrete floor. The concrete floor, which is in the form of T ribbed slab sections, was constructed using two types of concrete (reinforced normal concrete and reinforced lightweight aggregate concrete). The steel edge beams partially encase the floor slab and provide clear and straight finish edges. The floor slab spans to a maximum of 2.0m inclusive of the width of the steel edges with a finish
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Xiao, Keli, Yanjun Jin, Lin Li, Wei He, and Duan Xinlong. "Prefabricated Box Girder with Ultra High Performance Concrete." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0744.

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<p>In order to solve traffic difficulty brought by the bridge construction in the city, and difficult transportation of beams, this paper puts forward the prefabricated-box-girder bicycle viaduct with ultra - high performance concrete (UHPC) through which will achieve light and thin beams, easy transportation and rapid construction. Based on the bicycle viaduct with 5.5m in width, this paper not only designs a prefabricated ribbed thin-walled box girder with 30m in span, including the detailed design of prefabricated segment stiffeners, shear connectors and external prestressing but also
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Nilforoush, R., G. Pia, M. Nilsson, and L. Elfgren. "Anchorage Capacity and Performance in Plain and Steel-Fibre-Reinforced Concrete." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0232.

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<p>Nowadays, prefabricated concrete components made from Steel-Fiber-Reinforced Concrete (SFRC) are widely used in the construction industry. These components are often connected to existing or new structural elements through various fastening systems. Previous studies have shown that the addition of steel fibers to concrete mixture substantially improves the fracture properties of concrete. To date, however, rather limited research is available on the behavior of fastening systems in SFRC. To improve the current knowledge of fastening systems to SFRC structures, a pilot experimental stu
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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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Hou, Hetao, Ning Wang, and Zengyun Zang. "Push-out tests of shear connectors for new fully assembled steel- concrete composite beams." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1024.

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<p>To accomplish rapid installation and replaceability, a new type of connector for new fully assembled steel-concrete composite beams was studied. The connectors are fixed on the C-shaped channels of the prefabricated floor slab. The load transfer along the interface of the precast floor slab and the steel beam is primarily achieved through the friction between the beam flange and the channels. Push-out tests were conducted to study the mechanical properties of new composite beam. The effects of different C-shaped channel types, repeated loading and number of connectors were investigate
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Pendleton, Ian. "NHNY Via Verde – A New Design Standard For Affordable Housing." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0271.

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<p>NHNY Via Verde is a global model of sustainable housing development. Located in a Bronx brownfield, the 294,000 SF structure contains 222 residential units with 40,000 SF of green roofs and open space. Cascading buildings surrounding a central courtyard consists of a 21 story tower, 16- to 7-story midrise and 5 to 3-story low-rise. Interconnected, accessible green roofs provide continuous access from the courtyard to 12<span>th</span> level roof: the “via verde” or “green way”. Primary structure consists of cast-in-place concrete at the tower and concrete masonry bearing w
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Ding, Hongyan, Zuntao Feng, Puyang Zhang, and Conghuan Le. "Lifting Technique of Composite Bucket Foundation for Offshore Wind Turbines." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-18404.

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Abstract The onshore pre-fabrication technology for composite bucket foundations takes “prefabrication-assembly-lifting” as the core concept. The practice of pre-fabrication of upper and lower structures is prefabricated respectively. In the research of hoisting engineering technology, combined with the structural form and construction requirements of composite bucket foundation, the assembly scheme of the upper prestressed concrete transition section and the lower steel bucket and the hoisting scheme of integral foundation with compartments were designed. The finite element model in the lifti
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Reports on the topic "Prefabricated concrete- and steel"

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Kurama, Yahya C., and Ashley P. Thrall. Prefabricated High-Strength Rebar Systems with High-Performance Concrete for Accelerated Construction of Nuclear Concrete Structures. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1493583.

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Yin, Hao, and Gang Shi. NUMERICAL SIMULATION OF THE CYCLIC RESPONSES OF COMPLETELY PREFABRICATED STEEL FRAME. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.038.

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Davaadorj, Otgonchimeg. Shear Stress Transfer Across Concrete to Concrete and Steel to Concrete Interfaces. Precast/Prestressed Concrete Institute, 2018. http://dx.doi.org/10.15554/pci.rr.conn-002.

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4

Dan, Gan, Yan Feng, Cheng Rui, and Zhou Xuhong. CYCLIC TESTS OF CONCRETE-FILLED U-SHAPED STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBE COLUMN JOINTS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.031.

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Pedro F., Rodrigues, Vellasco Pedro C. G. da S., Lima Luciano R. O. de, Silva André T. da, Rodrigues Monique C., and Sarmanho Arlene M. C. EXPERIMENTAL EVALUATION OF COMPOSITE TUBULAR COLUMNS CFDST (STAINLESS STEEL–CONCRETE–CARBON STEEL). The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/icass2018.p.025.

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Guo, Yu-Tao, Jian-Sheng Fan, and Jian-Guo Nie. THE NEW TREND OF COMPARTMENT STEEL-CONCRETE-STEEL COMPOSITE STRUCTURES IN IMMERSED TUNNELS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.100.

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Agrawal, G., and Jean-Lou Chameau. Driving of Thin Shells for Steel Encased Concrete Piles. Purdue University, 1991. http://dx.doi.org/10.5703/1288284313419.

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Shu, Ganping, Jianhong Han, Yue Li, Xiaowei Miao, and Peijuan Zhu. EXPERIMENTAL STUDY ON NEW TYPE OF CONCRETE- FILLED STEEL TUBULAR COLUMN TO STEEL BEAM CONNECTION. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.093.

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Escalante, E., E. Whitenton, and F. Qiu. Measuring the corrosion rate of reinforcing steel concrete - final report. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3456.

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Bonner, B. P. Frequency domain observations of small motions at concrete/steel interfaces. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/274200.

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