Gotowe bibliografie tematyczne / Concrete tower design

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Gotowa bibliografia na temat „Concrete tower design”

Autor: Grafiati

Data publikacji: 29 lipca 2024

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Concrete tower design"

M, Ensari Yigit, Anil Ozdemir, Fethi Sermet, and Murat Pinarlik. "Analysis of Offshore Wind Turbine Towers with Different Designs by Finite Elements Method." International Journal of Advanced Research in Engineering 4, no. 3 (2018): 1. http://dx.doi.org/10.24178/ijare.2018.4.3.01.

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It is known that the use of renewable energy has an increasing trend in whole world. Wind energy is one of the renewable energy types, as well is among the cleanest and most economical energy sources. Nowadays, in order to provide much more energy from wind, turbine towers are being built higher and the turbine blades have begun to be manufactured longer. Due to these applications, tower and turbine weights are continuously increasing. For this reason, it is necessary to optimize the materials used as well as the dimensions of the turbine towers. In the present study, behavior of TLP floating

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Zhou, Yang, Ertong Hao, Yudong Ran, Hai Cao, Yane Li, and Jike Tan. "Shear Performance of Vertical Joints in Wind Turbine Concrete Towers with Different Interface Processes." Buildings 15, no. 2 (2025): 250. https://doi.org/10.3390/buildings15020250.

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As a weak part of the concrete tower in wind turbines, the insufficient shear capacity of vertical joints can cause the local shear failure of the tower, reduce the overall bearing capacity and stability of the tower, and lead to safety issues. At present, the splicing of tower vertical joints mainly uses epoxy resin filling and arc bolt connections. However, sometimes the concrete near the vertical joints is damaged due to compression after applying pretension to the arc bolts, which will affect the bearing capacity and stability of the entire tower structure. If other interface processes are

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Gong, Yikai, and Martin Noël. "Finite Element Model of Concrete-Filled, Fiber-Reinforced Polymer Tubes for Small-Scale Wind Turbine Towers." CivilEng 5, no. 1 (2024): 169–90. http://dx.doi.org/10.3390/civileng5010009.

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The finite element method was used to study the feasibility of concrete-filled, fiber-reinforced polymer tubes (CFFTs) for small-scale wind turbine towers in remote areas. Although CFFTs have been successfully employed for a variety of structural applications, their use for wind turbine towers is novel and has yet to be investigated in detail. The objective of the study was to identify, for the first time, the most important parameters for design and compare the behavior of CFFT towers versus conventional steel and concrete towers. The model was first validated using experimental results repor

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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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Abdelrazaq, Ahmad K. "Design and construction of Merdeka 118 tower using high performance concrete: Pushing the boundaries of concrete technology for a megatall building." Revista Alconpat 15, no. 2 (2025): 175–87. https://doi.org/10.21041/ra.v15i2.808.

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This paper presents the structural engineering, construction innovations and key challenges in the design and construction of Malaysia’s next landmark. Merdeka 118 is a large-scale mixed development that includes a 118-storey-679.9m tall mega-tall tower, the second tallest tower in the world. The effective application of High Performance Concrete (HPC) up to C105 has significantly optimized the size of structural elements and improved the economics of the building by maximizing premium floor space. HPC up to C105 has been applied to the mega column and core walls to optimize the size of the el

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Gong, Cheng Lin, Hua Liu, and Jian Zhang. "Study on Dynamic Properties of the Intake Tower with Finite Element Method." Applied Mechanics and Materials 501-504 (January 2014): 1888–91. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1888.

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Intake tower is a complex structure, which has complex boundary conditions and has complex loading situation. Intake tower is made up of reinforced concrete ,which is thin-wall hollow structure. It builds in the near the shore in the reservoir, its top bridge connects to the banks of the river, The tower is in the water and is under pressure, intake towers safety is very important under the action of earthquake. Based on the large finite element software ANSYS, the dynamic properties of the intake tower is studied, and the intake tower+ foundation is also studied. The research conclusions can

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Wen, Yang, and Fei Zhou. "Time-History Analysis of Seismic Response for the Concrete-Filled Steel Tubular Wind Turbine Tower Based on Finite Element Method." Advanced Materials Research 163-167 (December 2010): 2176–80. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2176.

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In the article based on the geometric characteristics of the tower and force characteristics, the author designs the concrete-filled steel tube (CFST) 3 limbs column tower, and establishes finite element model of the tower. We carry on time history analysis of the concrete-filled steel tubular wind turbine tower based on finite element method when the earthquake wave is different. Under rare earthquake, the majority bars of the concrete-filled steel tube 3 limbs column tower are in the elastic stage, only a small number of bars in the top and the bottom are into the plastic phase. The post-sei

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Apcarian, Anabel, Gabriel Contreras, Juan Manuel Labriola, and Emmanuel Quiróz. "Comparison of Alternatives for Multi-MW Wind Turbine Towers in Northern Patagonia, Argentina." Buildings 14, no. 7 (2024): 2045. http://dx.doi.org/10.3390/buildings14072045.

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The Patagonian region of Argentina has great wind potential. In this geographical area of complex terrain, the local wind is influenced by the proximity of the Andes Mountain chain, and it is very intense and turbulent. The wind profiles, turbulence intensity, and average wind speeds at the site do not meet the recommended values in the standards. This issue could have a significant impact on the design loads for structures installed in the region. The objective of this work was to compare the behavior under extreme wind load on different types of towers for multi-MW wind turbines in situ. For

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Li, Bin, Qun Hui Zhang, and Chun Yan Gao. "Numerical Simulation on the Mechanical Performance of the Wind Generator Latticed Concrete-Filled Steel Tubular Tower." Applied Mechanics and Materials 578-579 (July 2014): 751–56. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.751.

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Nonlinear finite element parameters analysis on the lattice type steel pipe concrete wind turbine tower, it shows the entire process of load bearing, failure mode and ultimate bearing capacity, researches on the influence law of aspect ratio, form of tower webs, tower diameter to thickness ratio and web member stiffness to tower column stiffness ratio on the ultimate bearing capacity and tower failure mode. The finite element analysis results shows that the tower aspect ratio λ, the diameter-thickness ratio γ of tower columns and the increase of stiffness ratio β between web members and tower

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Belov, Vyacheslav, Evilina Galieva, and Roman Verkhovskiy. "Technical and economic assessment of the possibility of using a thermal and moisture protection screen to increase the resistance of the reinforced concrete cooling tower shell to operational conditions." BIO Web of Conferences 107 (2024): 06017. http://dx.doi.org/10.1051/bioconf/202410706017.

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During the operation of chimney-type evaporative cooling towers which are made of monolithic reinforced concrete, the shell is exposed to various aggressive environmental influences and the carried-away part of the recycled process water leading to its premature destruction. This article illustrates a method of protecting the shell tower of a reinforced concrete cooling tower from the aggressive effects of the operating environment using a thermal and moisture protection screen design – a ventilated curtain wall with a cladding of fiberglass sheets. By the finite element method, using the ANSY

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Rozprawy doktorskie na temat "Concrete tower design"

Van, Zyl Willem Sternberg. "Concrete wind turbine towers in Southern Africa." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/96021.

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Thesis (MEng)--Stellenbosch University, 2014. ENGLISH ABSTRACT: Exponential growth of the global wind turbine market has led to a significant increase in the capacity of wind turbine generators. Modern turbines require higher support structures as higher wind speeds combined with longer blades are necessary to increase their generating capacity. The standard 80-90 m tower is thus not economically viable anymore. Transportation logistics of large steel towers has led to concrete towers becoming a viable option. There are currently no design codes dealing exclusively with the design of concre

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Zralý, Tomáš. "Železobetonová konstrukce chladící věže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227268.

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There was solved reinforced concrete cooling tower in the diploma thesis. This is a rotationally symmetrical construction. The cooling tower is concrete shell on columns. The cooling tower was solved using the finite element method, computer program Midas FEA. The work includes: calculation using the program Midas FEA, comparison of load between eurocode and foreign literature, the design of shell and columns, drawings form

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Gama, Paulo Vitor Calmon Nogueira da. "Contribuições ao dimensionamento de torres eólicas de concreto." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-19072016-085023/.

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O trabalho dedica-se ao estudo das torres eólicas protendidas de concreto, com a finalidade de promover a discussão sobre os critérios de dimensionamento, tema de grande relevância na atualidade. Para tal, foi considerada uma torre eólica de 100 m de altura provida de turbina de 5 MW, cujas ações foram obtidas da literatura. O carregamento de vento ao longo da torre foi tratado como estático equivalente de acordo com disposições normativas, através de uma forma simplificada para a adoção de uma velocidade de projeto equivalente à incidente no rotor. Com base na literatura, apenas as condições

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Pires, Pedro Miguel Rodrigues. "Design of concrete-steel transitions in a hybrid wind turbine tower." Master's thesis, 2013. http://hdl.handle.net/10316/38501.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia da Universidade de Coimbra O crescimento exponencial da população mundial tem acentuado a necessidade de recursos disponíveis e o consumo energético. Como forma de responder a essa crescente procura e com o objectivo de preservar os recursos naturais existentes, a energia eólica apresenta-se como uma solução eficaz. A energia eólica é a fonte de energia com a maior taxa de crescimento, situando-se em cerca de 20% ao ano. O aumento da potência dos aerogeradores exige torres de maiores dimen

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Liu, Chuan-I., and 劉權毅. "Optimal Design of Conductive Concrete to Improve the Anti-lightning Grounding of ElectricityTransmission Tower by using Artificial Neural Networks." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/zs3ch6.

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碩士 淡江大學 土木工程學系碩士班 102 Due to high domestic lightning density, there are many reasons to cause electricity transmission system failure. According to Taipower (Taiwan Power Company, TPC, also known as Taipower) statistics, in the transmission system, the electrical accident came from lightning strikes were close to 50% of all accidents. In recent years, due to insufficient of grounding web, domestic equipment damage happened continuously. Lightning strikes are major natural disaster. Therefore, good grounding device should be an important measure in lightning protection. In the light

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Książki na temat "Concrete tower design"

American Society of Civil Engineers. Concrete Pole Task Committee., ed. Guide for the design and use of concrete poles. American Society of Civil Engineers, 1987.

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Structural Engineering Institute. Task Committee on Concrete Pole Structures, ed. Prestressed concrete transmission pole structures: Recommended practice for design and installation. American Society of Civil Engineers, 2012.

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International Conference "Conquest of Vertical Space in the 21st Century" (3rd 1997 London, England). Multi-purpose high-rise towers and tall buildings: Proceedings of the third International Conference "Conquest of Vertical Space in the 21st Century" organised by the Concrete Society, London, 7-10 October 1997. E & FN Spon, 1997.

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Principles of Concrete Telecom Towers Design: مبانی طراحی برج های بتونی مخابراتی. Google books, 2021.

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Maymir, Euripides Fajardo Y. Design of Reinforced-Concrete Water Tower and Steel Tank. Creative Media Partners, LLC, 2021.

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Części książek na temat "Concrete tower design"

He, Wenjun, Chen Yang, Jianxiang Gong, Rutao Liu, and Yucheng Zhou. "Optimized design of prestressed concrete tower turbine foundations." In Building Seismic Monitoring and Detection Technology. CRC Press, 2023. http://dx.doi.org/10.1201/9781003409564-60.

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Pérez Caldentey, Alejandro, John Hewitt, John van Rooyen, Graziano Leoni, Gianluca Ranzi, and Raymond Ian Gilbert. "Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch7.

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This chapter presents a number of case studies that deal with the service design of composite steel-concrete buildings associated with the time-dependent behaviour of the concrete. The particular focus of this chapter is to outline key design aspects that need to be accounted for in design and that are influenced by concrete time effects. The first case study provides an overview of the design considerations related to the time-dependent column shortening in typical multi-storey buildings by considering the layout of the Intesa Sanpaolo Headquarters in Turin as reference. The second c

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Yang, Yan. "Key Construction Techniques for Cable Hoisting of Long-Span Steel Pipe Concrete Arch Bridge." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_29.

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AbstractLarge span steel tube concrete arch bridges with the characteristics of high construction risk and high technical difficulty are usually constructed by cable hoisting technology. In this parper, the self-balance of the load-bearing main cable and optimized scheme for the main tower and anchor were proposed by conducting an iterative theoretical design calculation on the main cable. The design and key technology of the cable lifting system for large-span concretes filled steel tube arch bridge were investigated. Moreover, the “inverted loading method” was used for simulation analysis, w

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Bob, Corneliu, Sorin Dan, Catalin Badea, Aurelian Gruin, and Liana Iures. "Strengthening of the Frame Structure at the Timisoreana Brewery, Romania." In Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures. International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/sed012.057.

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Many structures built in Romania before 1970 were designed for gravity loads with inadequate lateral load resistance because earlier codes speciﬁed lower levels of seismic loads. Some of these structures are still in service beyond their design life. Also, some deterioration was observed in existing structures due to the actions of different hazard factors. This paper presents the case study of a brewery with reinforced concrete framed structure of ﬁve storeys and a tower of nine storeys, which has been assessed and strengthened. The brewery and the tower were built in 1961 and an ext

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Zhao, X., J. L. Cai, and W. T. Yue. "Optimal Design for Stability Performance of Super Tall Residential Tower Equipped with Reinforced Concrete Outriggers." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_48.

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Formisano, Antonio, and Antonio Davino. "Seismic Analysis and Retrofitting by C-FRP of Reinforced Concrete Bell Towers Within Masonry Churches: A Case Study." In Case Studies of Building Rehabilitation and Design. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-71237-2_3.

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Timm Christoph. "1 World Trade Center – Podium Wall Design Development." In Challenging Glass 3. IOS Press, 2012. https://doi.org/10.3233/978-1-61499-061-1-17.

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On the new 1 World Trade Center Tower an exterior permeable fa&ccedil;ade treatment was to be designed for the lower 20 floors cladding a concrete shear wall and mechanical louvers. Engineering and design had to be balanced with the client's desire to streamline maintenance issues for the tallest office building in the western hemisphere. The scope of the podium fa&ccedil;ade treatment includes over 12.000 m2 in total area with more than 4.000 glass fins each free spanning 4m in height between attachments. Various glass fin-metal connection details were evaluated for aesthetic and perf

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Horr, A., S. Asadsajadi, and M. Safi. "Design of concrete cooling tower structures with imperfection using ANN-based simulator." In Natural Draught Cooling Towers. CRC Press, 2004. http://dx.doi.org/10.1201/b17001-24.

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Ribeiro, Catão, Heitor Nogueira, and Cláudio Watanabe. "Design of two curve cable stayed bridges with overlapping decks supported by a single “X” shape tower." In Tailor Made Concrete Structures. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828410.ch193.

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Harte, R., M. Andres, E. Mahran, and R. Wörmann. "High performance concrete and its consequences on design, stability and durability of cooling tower shells." In Natural Draught Cooling Towers. CRC Press, 2004. http://dx.doi.org/10.1201/b17001-35.

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Streszczenia konferencji na temat "Concrete tower design"

Akhoondan, Mersedeh, Jay Pastor, Brien Clark, and Graham Bell. "Cathodic Protection Retrofit for Rehabilitation of Aging Reinforced Concrete Municipal Water Infrastructure: A Case Study." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13002.

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Abstract Reinforced concrete towers in a water reservoir contain gates and the equipment to control the water entering the system. Any interruption in the operation of these towers may cause a huge disruption in the municipal water distribution system. Continuous operation in an aggressive environment often contributes to corrosion of aging water infrastructure. A failure due to corrosion would necessitate extensive repair or replacement costs and unacceptable system downtime. This paper presents a case study focused on a comprehensive condition assessment and corrosion mitigation of an aging

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Carlson, Christopher W. "Design Considerations for a Fiberglass, Field Erected, Closed-Circuit Cooling Tower." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98456.

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Abstract The paper contains a review of the major design differences between closed-circuit cooling towers in which the air and water streams flow essentially parallel and other more conventional field erected cooling products used for steam condensing, water cooling and other heat rejection applications. Guidelines for the selection of composite and non-composite materials of construction are presented. The structural design considerations for dead, wind and vibrational loads and those required for field erection are offered based on the experience obtained by constructing what is believed to

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Chaudhary, Zia, and Reyadh Al-Ibrahim. "Rehabilitation of Reinforced Concrete Cooling Tower in Petrochemical Plant." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03308.

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Abstract Severe deterioration of a reinforced concrete cooling tower, which comprised pre-cast columns, beams, wall panels, and slab panels was noticed during the last few years. A diagnostic survey was conducted to identify the cause and extent of deterioration. The concrete deterioration was very advanced in some areas, particularly on the external side of the end walls and posing a safety hazard to plant personal. Internally, the level of defects was very low with only minor patches of delamination and cracks. Both chloride and sulfate ions were present in the concrete cover at rebar depth

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Chaudhary, Zia, Fahad M. Al-Mutlaq, and Ali A. Al-Beed. "Condition Assessment and Cathodic Protection of Reinforced Concrete Cooling Tower." In CORROSION 2008. NACE International, 2008. https://doi.org/10.5006/c2008-08301.

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Abstract Investigations were conducted to assess condition and determine root cause of the ongoing concrete deterioration of the cooling tower. The beams, columns, wall panels of end walls, roof slab, bund wall, and louvers, were visually exhibiting severe concrete deterioration in many areas across the entire structure. In some areas, the concrete deterioration was very advanced and posing serious threat to integrity of the structure. Chloride had penetrated to full depth of the concrete cover in concentrations significantly higher than threshold level. Electrochemical measurements showed tha

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Li, Zhengfa, Desheng Zhou, Rui Wang, Haiyan Li, and Jian Yang. "Design and Realization of Remote Real-Time Monitoring of Tower Concrete Curing Environment." In 2024 International Conference on Ubiquitous Communication (Ucom). IEEE, 2024. http://dx.doi.org/10.1109/ucom62433.2024.10695902.

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Chaudhary, Zia, and Fahad Al-Mutlaq. "Preventing Corrosion of Reinforcing Steel in Seawater Cooling Tower and Basins." In CORROSION 2015. NACE International, 2015. https://doi.org/10.5006/c2015-05890.

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Abstract Cathodic prevention is a proven technique for preventing corrosion of reinforcing steel in new reinforced concrete structures exposed to chloride containing environments. Premature deterioration and failure of seawater reinforced concrete structures due to chloride-induced corrosion of the reinforcing steel has been a serious concern in industrial plants in Arabian Gulf countries which uses seawater as cooling system for removing exothermic heat generated during process. In a new petrochemical plant, reinforced concrete seawater cooling tower and associated basins were constructed wit

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Swain, Geoffrey W., Eldon R. Muller, and Daniel R. Polly. "The Design and Installation of a Cathodic Protection System for the Living Seas, Epcot Center." In CORROSION 1994. NACE International, 1994. https://doi.org/10.5006/c1994-94495.

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Abstract The Living Seas at EPCOT Center is a 5.7 million gallon sea water aquarium constructed from reinforced concrete. The design of a sacrificial magnesium cathodic protection system to remediate corrosion of the Main Tank wall and Aeration Tower has required an understanding of its impact on the marine life, sea water chemistry and other structures in the aquarium. This has been achieved by an ongoing research project and the application of a recently developed method (Reinforcement Inspection System for Concrete) that can measure the magnitude and direction of current flow at submerged c

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Sjah, Jessica, Michael Loreantz Steven Tambunan, and Ayomi Dita Rarasati. "Evaluating the Impact of Skybridge on the Analysis, Design, and BIM Integration of a Multi-Tower Structure: A Case Study in Laboratory Building Construction." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-ep5v2d.

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A well-designed structure that goes through proper construction stages will reduce the risk of losses that may be apparent in construction work. Consequently, the development of BIM technology becomes a solution for achieving it through the ability of information integration that it offers. In this study, analysis and design of a multi-tower structure are conducted with BIM usage during the design process. The study is carried out by redesigning two structures that have been separately designed previously, namely Tower Laboratory and Hangar Laboratory, with a skybridge connecting them. The stu

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Zerin, A. I., H. T. Khuyen, H. Uchibori, R. Chamila, H. Shinozaki, and A. Kasuga. "Conceptual Design of an 800m Span Inverted Extradosed Suspension Bridge Incorporating Prestressed Concrete Butterfly Web Girder." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1142.

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A long-span concrete box girder bridge with inverted hybrid extradosed suspension system incorporating moderate tower height has been proposed to reduce variation of stresses in cables and to enhance aerodynamic stability of the structure. In this inverted system, the earth anchored suspension cable is rigidly clamped to the deck and the extradosed cables along with deck prestressing are applied to stiffen the central part of the concrete girder. Parametric studies are conducted regarding varying main cable sag and existence of rigid clamp applying variable live loads in context of ca

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Chaudhary, Zia, Saad Awad Al-Shehri, Fallatah Baker, Abduh Hakami, and Tahir Iqbal. "Deterioration and Rehabilitation of a Newly Built Pre-Cast Reinforced Concrete Seawater Cooling Tower." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10124.

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Abstract The support structure of the seawater cooling tower (CT) comprised of pre-cast columns, beams, and slab panels and in-situ cast foundations and pedestals. Several leaks appeared across the entire support structure in the high density polyethylene (HDPE) liner that was laid over the slab panels to contain seawater. About 40% of the slab panels, beams, and columns were contaminated with seawater. Thick salt deposits covering large areas were visible at several locations. The 2005 condition survey results showed, chloride ion content at the rebar depth in well excess of the threshold lim

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Raporty organizacyjne na temat "Concrete tower design"

LaNier, M. W. LWST Phase I Project Conceptual Design Study: Evaluation of Design and Construction Approaches for Economical Hybrid Steel/Concrete Wind Turbine Towers; June 28, 2002 -- July 31, 2004. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/15011444.

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BUCKLING BEHAVIOUR OF THE STEEL PLATE IN STEEL – CONCRETE – STEEL SANDWICH COMPOSITE TOWER FOR WIND TURBINE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.7.

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To solve the problem of collapses caused by local buckling of steel plates under compression in traditional steel towers, a novel steel-concrete-steel (SCS) sandwich composite tower for a wind turbine is proposed in this paper. To study the buckling behaviour of steel plates in SCS sandwich composite towers, six specimens were designed and tested under axial compression. The specimens were designed considering the key parameters of curvature radius, thickness of the steel plate, and the spacing-to-thickness ratio (the ratio of stud spacing to the thickness of steel plate). The failure modes, n

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Low Wind Speed Technology Phase I: Evaluation of Design and Construction Approaches for Economical Hybrid Steel/Concrete Wind Turbine Towers; BERGER/ABAM Engineers Inc. Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/878490.

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