Relevant bibliographies by topics / Concrete offshore structures

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

Academic literature on the topic 'Concrete offshore structures'

Author: Grafiati
Published: 5 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Concrete offshore structures"

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Pérez Fernández, Rodrigo, and Miguel Lamas Pardo. "Offshore concrete structures." Ocean Engineering 58 (January 2013): 304–16. http://dx.doi.org/10.1016/j.oceaneng.2012.11.007.

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Hossin, M., and H. Marzouk. "Crack spacing for offshore structures." Canadian Journal of Civil Engineering 35, no. 12 (2008): 1446–54. http://dx.doi.org/10.1139/l08-073.

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The main focus of this investigation is directed toward the examination of crack-spacing expressions suitable for offshore concrete structure applications. Offshore structures are unique structures that are constantly exposed to harsh environmental conditions, including exposure to seawater and sea spray. The splash zone of an offshore structure is the section of the platform that is the most exposed to both a harsh marine environment and seawater. The design of offshore structures is controlled by mandatory design codes to ensure structural safety and integrity. Most of the available expressi
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Ole Olsen, T. "Recycling of offshore concrete structures." Structural Concrete 2, no. 3 (2001): 169–73. http://dx.doi.org/10.1680/stco.2001.2.3.169.

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Helland, S. "Service life of concrete offshore structures." Structural Concrete 2, no. 3 (2001): 121–25. http://dx.doi.org/10.1680/stco.2001.2.3.121.

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Bashirzade, S. R., A. A. Lipin, and M. A. Hajiyev. "Fire resistance of offshore concrete structures." SOCAR Proceedings, no. 4 (2024): 79–84. https://doi.org/10.5510/ogp20240401021.

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Offshore platforms are constructed in marine environments and designed with special criteria to ensure structural adequacy against environmental conditions. Unexpected factors during the construction and operational phases can impose an extra load on the platform, which may lead to the deterioration of the structural performance. This study focuses on reviewing how these factors induce further loading, such as the effect of fire on a concrete offshore platform. This study considers a case study approach regarding the effects of fire, which acts in conjunction with all other real-life loads tha
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Mathern, Alexandre, Christoph von der Haar, and Steffen Marx. "Concrete Support Structures for Offshore Wind Turbines: Current Status, Challenges, and Future Trends." Energies 14, no. 7 (2021): 1995. http://dx.doi.org/10.3390/en14071995.

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Today’s offshore wind turbine support structures market is largely dominated by steel structures, since steel monopiles account for the vast majority of installations in the last decade and new types of multi-leg steel structures have been developed in recent years. However, as wind turbines become bigger, and potential sites for offshore wind farms are located in ever deeper waters and ever further from the shore, the conditions for the design, transport, and installation of support structures are changing. In light of these facts, this paper identifies and categorizes the challenges and futu
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Jagtap, Siddhant Millind, Shailesh Kalidas Rathod, Rohit Umesh Jadhav, et al. "Fibre Mesh in Reinforced Slabs." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3539–40. http://dx.doi.org/10.22214/ijraset.2022.42986.

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Abstract: Fiber Reinforced Concrete is gaining attention as an effective way to improve the performance of concrete. Fibers are currently being specified in tunneling, bridge decks, pavements, loading docks, thin unbonded overlays, concrete pads, and concretes slabs. These applications of fiber reinforced concrete are becoming increasingly popular and are exhibiting excellent performance The usefulness of fiber reinforced concrete in various civil engineering applications is indisputable. Fiber reinforced concrete has so far been successfully used in slabs on grade, architectural panels, preca
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Hishiki, Y., T. Iheya, and Y. Fujii. "Concrete Technology for Offshore Wind Turbine Structures." Concrete Journal 44, no. 7 (2006): 23–29. http://dx.doi.org/10.3151/coj1975.44.7_23.

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Gudmestad, O. T., T. A. Warland, and B. L. Stead. "Concrete Structures for Development of Offshore Fields." Journal of Petroleum Technology 45, no. 08 (1993): 762–70. http://dx.doi.org/10.2118/22376-pa.

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Adebar, Perry, Ricardo Foschi, and Felix Yao. "Predicting Strength Variability of Concrete Offshore Structures." Journal of Structural Engineering 120, no. 7 (1994): 2108–22. http://dx.doi.org/10.1061/(asce)0733-9445(1994)120:7(2108).

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Dissertations / Theses on the topic "Concrete offshore structures"

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Amundsen, Morten. "Dynamic Analysis of Offshore Concrete Structures subjected to Earthquake." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-19005.

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This thesis attempts to study the dynamic response of offshore concrete structures by sequentially introducing physical phenomena which are related to those types of analyses. This is done by modelling a simplified part of a typical offshore concrete structure, with the purpose of establishing a reference case, on which more advanced analyses can be based, as well as evaluate simplified approaches that serve to shorten the analysis time.To establish characteristic earthquakes for the selected return periods of 475, 1000, 3000 and 10 000 years, a seismic hazard analysis is performed for an area
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Helmy, Amr Ibrahim I. "Behaviour of offshore reinforced concrete structures under hydrostatic pressure." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq35181.pdf.

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Nezamian, Abolghasem 1968. "Bond strength of concrete plugs embedded in tubular steel piles." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5601.

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Nash, T. "The experimental behaviour of double skinned composite and reinforced concrete shells subjected to external hydrostatic pressure." Thesis, University of Manchester, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.383249.

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Caputo, Piermodesto. "Hydrodynamic loading and structural dynamic assessment of offshore concrete lighthouse." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

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Historic rock-mounted lighthouses play a vital role in the safe navigation around perilous reefs. Their longevity is threatened by the battering of waves which may be set to increase with climate change. The protection of this historic heritage needs the identification of both structural dynamic parameters (natural frequencies and shape modes), and of the worst-cases wave load combination, able to affect that natural frequencies. This dissertation was developed during a period of five months at University of Plymouth, along with the researching team of the project STORMLAMP. The project is div
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Parsa, Arash. "Finite element modelling of stress concentrations in a reinforced concrete offshore structure." Thesis, University of Southampton, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292406.

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ANERDI, COSTANZA. "Large-scale oriented use of concrete for a wave energy converter: dynamic interaction and structural feasibility." Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2935592.

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huang, Yung-Kuang, and 黃永光. "Fly-Ash Concrete for Erosion Prevention to Offshore Structure." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/66425026915803553191.

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Books on the topic "Concrete offshore structures"

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Bernhard, Siebner, ed. Offshore structures of concrete. IRB Verlag, 1989.

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Holand, Ivar. Design of offshore concrete structures. E & FN Spon, 2000.

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Gudmestad, O. T. (Ove T.), 1947- and Jensen Erik, eds. Design of offshore concrete structures. E & FN Spon, 2000.

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Gudmestad, O. T. Design of Offshore Concrete Structures. Taylor & Francis Group Plc, 2003.

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Fédération internationale du béton. Task Group 3.2., ed. Recycling of offshore concrete structures: State-of-art report. International Federation for Structural Concrete, 2002.

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Allyn, Norman. Verification of CSA Code for fixed offshore concrete structures. National Energy Board, 1992.

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El-Reedy, Mohamed Abdallah. Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455.

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Group, CIRIA Underwater Engineering, ed. The influence of methods and materials on the durability of repairs to concrete coastal and offshore structures. UEG, 1986.

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Great Britain. Dept. of Energy. and McAlpine Sea Services Limited, eds. Typical blemishes visible on the surface of concrete underwater: A supplementary classification and identification : report. H.M.S.O., 1987.

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S, Volkov I͡U. Sooruzhenii͡a iz zhelezobetona dli͡a kontinentalʹnogo shelʹfa. Stroĭizdat, 1985.

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Book chapters on the topic "Concrete offshore structures"

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El-Reedy, Mohamed Abdallah. "Repair of Concrete, Steel, and Offshore Structures." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-10.

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Márquez, L., P. Rigo, and H. Le Sourne. "Ship collision events against reinforced concrete offshore structures." In Developments in the Analysis and Design of Marine Structures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003230373-29.

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Anjali, R., S. Anandha Kumar, Jaswanth Gangolu, and R. Abiraami. "Experimental Study on Self-Healing of Micro-Cracks in Concrete with Combination of Environmentally Friendly Bacteria." In Sustainable Structures and Buildings. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-46688-5_7.

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AbstractMicro-cracks in constructions are unavoidable due to freezing, thawing, and shrinkage in concrete, as well as when concrete is exposed to the seafloor, on offshore platforms, or in tunnels and sewage pipes. This exposure also has an impact on the durability and service life of concrete. Standard healing materials are not long-lasting and are difficult to mend fine cracks with. According to new research, bacterial concrete is an effective approach for repairing concrete and boosting its longevity. The problem has been reduced using calcite-producing microorganisms that do not pollute th
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Hart, William Brook, Rebecca Cook, and John Harris. "Competitive concrete gravity base foundations for offshore wind farms." In Coasts, marine structures and breakwaters: Adapting to change. Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41318.0007.

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Shakori, Ramin, and Arnab Chaudhuri. "Life Cycle Analysis of Floating Offshore Wind Turbine Concepts." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_144.

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AbstractThe offshore wind (OW) energy plays a crucial role in the transition to a clean energy future aligned with the European Union’s Green Deal and Net Zero 2050 strategy and Norway’s commitment and contribution to achieving the climate goals. According to the International Energy Agency (IEA), the building- and construction sector represented 39% of energy and process-related CO2 emissions in 2018—of which 11% was related to steel and concrete. This work aims to assess the environmental impact of floating offshore wind turbine (FOWT) structures, comparing steel and concrete hulls through l
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El-Reedy, Mohamed Abdallah. "Reliability-Based Design for Structures." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-6.

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El-Reedy, Mohamed Abdallah. "Reliability of Concrete Structure Exposed to Corrosion." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-7.

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El-Reedy, Mohamed Abdallah. "Cases of Structure Failure." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-1.

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El-Reedy, Mohamed Abdallah. "Loads and Structure Failure." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-5.

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El-Reedy, Mohamed Abdallah. "Project Management and Design-Induced Structure Failure." In Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9780429425455-2.

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Conference papers on the topic "Concrete offshore structures"

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Fidjestøl, Per, Berth Rønning, and Bjørn T. Røland. "Revised Criteria for Prevention of Corrosion in Offshore Concrete Structures." In CORROSION 1985. NACE International, 1985. https://doi.org/10.5006/c1985-85262.

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Abstract This paper extracts design guidance from the recent decade's extensive research effort in the field of reinforcement corrosion in marine concrete structures. It contains a brief review of current practice, a discussion of recent research results, both in the field of corrosion research and with respect to the determination and prediction of crack widths, and a review of mechanisms and methods to describe the phenomena. The conclusion proposes revised guidelines which should be applied in the design of future marine concrete structures. The revised guidelines are relaxed compared to cu
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Al-Amoudi, Omar Saeed Baghabra. "Protection of Reinforced Concrete Structures in Chloride-Sulfate Exposures." In CORROSION 2007. NACE International, 2007. https://doi.org/10.5006/c2007-07279.

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Abstract Marine, coastal and offshore environments or soils charged with concentrated brines are characterized by high concentrations of chlorides and sulfates. The influence of sulfate ions on chloride-induced corrosion of reinforcing steel in concrete has not been well documented in the literature. An exemplary situation, where these salts exist concomitantly, is the sabkha soil which prevails in many parts of the world. The severity of sabkha environment has resulted in a lot of resources being spent on repair and rehabilitation of the deteriorated concrete infrastructures. This paper summa
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Gossard, Justin, Shane Finneran, and Alex Castellanos. "CP Simulation of Offshore Platforms for Inspection Optimization." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-10971.

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Abstract Evaluation of the performance of cathodic protection (CP) systems used on subsea structures once in service can be costly due the need for specialized personnel and ROV monitoring equipment. Often areas of a subsea structure can go unassessed in terms of CP coverage when the ability to assess the entire structure is not feasible. Improperly protected areas can lead to premature corrosion or structural integrity issues, or costly maintenance and retrofits. The use of computer software can aid in identifying improperly protected areas. Boundary element analysis (BEA) of a CP system, val
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Ullah, Zeeshan, Muhammad Khurram Rashid, Saima Shafi Ur Rehman, and Maryam Sadia. "The Impact of Silica Fume on the Properties of High-Strength Concrete: Enhancing Strength, Workability, and Durability." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-c0xt2l.

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Concrete is a fundamental component of many structures and the backbone of the construction industry. While normal-strength concrete is typically used for smaller projects, high-strength, and even ultra-high-strength concrete are increasingly employed in large-scale construction. This type of concrete provides greater structural strength and reduces costs by minimizing the size of structural members compared to normal-strength concrete. High-strength concrete offers additional benefits such as enhanced durability, reduced permeability, and improved resistance to environmental conditions. High-
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Nauman, Mushaid, and David Eyre. "A Case Study on Diagnostic Investigation of Cathodic Protection System Requirement and Performance Review for Concrete Piles." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13048.

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Abstract The construction of a port expansion project in Arabian Gulf for a major operator included the surfacebased structures such as capping beams and reinforced concrete piles. In 2009, a criticality assessment study was conducted that established the requirement of an impressed current cathodic protection system for all piles included in offshore structure. The installed CP system was operational since August 2011 and was remotely monitored. The monitoring data showed that all the surface-based structures such as capping beams adhered to the requirements of BS EN 12696 with regards to pol
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Soreide, T. H., F. Amdahl, and B. Brodtkorb. "The Idealized Structural Unit Method on Concrete Structures." In Offshore Technology Conference. Offshore Technology Conference, 1987. http://dx.doi.org/10.4043/5488-ms.

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Chudacek, J., John Holland, J. Roberts, and L. Visser. "Construction of Offshore Concrete Structures in Developing Regions The Malampaya Concrete Gravity Sub-Structure." In Offshore Technology Conference. Offshore Technology Conference, 2002. http://dx.doi.org/10.4043/14223-ms.

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Leivestad, Steinar. "IS0 Standard for Fixed Concrete Structures." In Offshore Technology Conference. Offshore Technology Conference, 1997. http://dx.doi.org/10.4043/8422-ms.

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Sheppard, Robert, Colin O’Brien, Yashar Moslehy, and Rachel Roberts. "Wandoo B: Application of Advance Reinforced Concrete Assessment for Life Extension for Non-Jacket Structures." In Offshore Technology Conference. OTC, 2021. http://dx.doi.org/10.4043/31250-ms.

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Abstract Wandoo B is a concrete Gravity Base Structure (GBS) and is the main production facility for the Wandoo field offshore NW Australia. It was installed in 1997 with a design life of 20 years. The structural assessments discussed in this paper are part of a comprehensive life extension project encompassing wells, subsea systems, marine and safety systems, topsides facilities and structures to demonstrate fitness for service through the end of field life (EOFL). The challenge was to demonstrate compliance efficiently and effectively for a large structure with a range of materials (steel, r
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Haug, Atle K., Rolf Eie, Knut Sandvik, Aker Kvaerner, and Eiji Aoki. "Offshore Concrete Structures for LNG facilities - New developments." In Offshore Technology Conference. Offshore Technology Conference, 2003. http://dx.doi.org/10.4043/15302-ms.

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Reports on the topic "Concrete offshore structures"

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Phan, Long T., and H. S. Lew. Punching shear resistance of lightweight concrete offshore structures for the Arctic:. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nist.ir.88-4007.

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McLean, David I., H. S. Lew, Long T. Phan, and Mary Sansalone. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3388.

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Phan, Long T., H. S. Lew, and David I. McLean. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3440.

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McLean, David I., H. S. Lew, Long T. Phan, and Hae In Kim. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3454.

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AXIAL COMPRESSION BEHAVIOR OF DOUBLE-SKIN COMPOSITE SHEAR WALL WITH T-STIFFENER AND HEADED STUD CONNECTORS. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.1.

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Double-skin composite shear walls (DSCSWs) offer high strength and improve construction processes in tall structures, offshore constructions, and nuclear power plants. This paper investigates the compressive performance of DSCSWs, which consist of concrete sandwiched between two external steel faceplates and bonded with connectors at regular intervals. Three-dimensional finite element (FE) modeling is established and verified against five axial compression test specimens to predict the ultimate compressive capacity and failure modes of DSCSWs with bolts, head studs, and T-stiffener connectors.
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