Relevant bibliographies by topics / Hybrid stainless steel members

Contents

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

Academic literature on the topic 'Hybrid stainless steel members'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Hybrid stainless steel members"

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Le Bloa, Gaël, Hugues Somja, and Franck Palas. "Experimental Study on the Seismic Behaviour of an Innovative Hybrid Concrete Connection Used as Thermal Break System." Key Engineering Materials 711 (September 2016): 1019–26. http://dx.doi.org/10.4028/www.scientific.net/kem.711.1019.

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In Europe, the simultaneous introduction of new energy efficiency standards and majored seismic requirements has lead concrete constructors to find innovative solutions. In case of internal insulation, slab to wall connections have to be designed to maintain continuity of the insulation in structural connections while ensuring the transfer of shear forces from the slab to the wall. For this purpose, INGENOVA, a French civil engineering office, has developed a robust and ductile system, called SLABE®: stainless steel Z-shaped profiles are used as shear keys, creating an innovative hybrid concre
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Young, Ben, and Wibisono Hartono. "Compression Tests of Stainless Steel Tubular Members." Journal of Structural Engineering 128, no. 6 (2002): 754–61. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:6(754).

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Yamamoto, Toshihiko, Toru Yamaji, and Masakatsu Yamakawa. "Performance of Stainless Steel Reinforced Concrete Members." IABSE Symposium Report 86, no. 6 (2002): 68–76. http://dx.doi.org/10.2749/222137802796337134.

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Yu, Yufan. "Research on The Force Analysis and Application of Slender Stainless Steel Column Sections." Transactions on Engineering and Technology Research 4 (December 20, 2024): 351–57. https://doi.org/10.62051/vaq2r828.

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Stainless steel, as a green building material, has many advantages, including aesthetically pleasing shapes, good corrosion resistance, stable mechanical properties, long service life, low cost, and easy maintenance. It is often used in structural construction, such as buildings and infrastructure. One of the typical cross-sectional forms of stainless steel used in construction is the slender stainless steel section. Slender stainless steel columns have high strength, which is consistent with the high material hardness and obvious stress hardening characteristics of stainless steel. Therefore,
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Ozair, Huma, Muhammad Atiq Ur Rehman, Abrar H. Baluch, Khurram Yaqoob, Ibrahim Qazi, and Abdul Wadood. "Impact Energy Absorption Analysis of Shape Memory Hybrid Composites." Journal of Composites Science 6, no. 12 (2022): 365. http://dx.doi.org/10.3390/jcs6120365.

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Shape memory hybrid composites are hybrid structures with fiber-reinforced-polymer matrix materials. Shape memory wires due to shape memory/super-elastic properties exhibit a pseudo-elastic response with good damping/energy absorption capability. It is expected that the addition of shape memory wires in the glass-fiber-reinforced-polymer matrix composite (GFRP) will improve their mechanical and impact resistant properties. Stainless-steel wires are also expected to improve the impact resistance properties of GFRPs. In this research work, we investigated the effect of addition of shape memory w
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Islam, S. M. Zahurul, and Ben Young. "Lean Duplex Stainless Steel Tubular Members Strengthened with CFRP Plate Subjected to Web Crippling." Applied Mechanics and Materials 166-169 (May 2012): 1644–56. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1644.

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Lean duplex stainless steel tubular members are relatively new grade of material. An experimental investigation of lean duplex stainless steel tubular members subjected to web crippling is presented in this paper. The test specimens were strengthened with adhesive bonded carbon fibre-reinforced polymer (CFRP). The web crippling tests were conducted under End-Two-Flange, Interior-Two-Flange, End-One-Flange and Interior-One-Flange loading conditions. A total of 38 web crippling tests was conducted. The investigation was mainly focused on the effects of web slenderness of lean duplex stainless st
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Yuan, Jian, and Zhinan Ou. "Research Progress and Engineering Applications of Stainless Steel-Reinforced Concrete Structures." Advances in Civil Engineering 2021 (September 14, 2021): 1–10. http://dx.doi.org/10.1155/2021/9228493.

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The durability of concrete structures can effectively be enhanced by using stainless steel rather than ordinary steel reinforcements under harsh service conditions. Because the basic mechanical properties and stress-strain relationship of stainless steel reinforcements obviously differ from those of ordinary steel reinforcements, the current design codes for reinforced concrete structures are not appropriate for stainless steel-reinforced concrete. On the basis of the research works reported in the past decades, this paper systematically summarizes and analyzes the mechanical properties and co
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Taheri, Hafez, George Charles Clifton, Ping Sha Dong, Michail Karpenko, Gary M. Raftery, and James B. P. Lim. "Seismic Tests of Welded Moment Resisting Connections Made of Laser-Welded Stainless Steel Sections." Key Engineering Materials 763 (February 2018): 440–49. http://dx.doi.org/10.4028/www.scientific.net/kem.763.440.

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Steel structures are well established as the preferred material for constructing seismic resisting systems in New Zealand and around the world. While the majority of steel framing is made of carbon steel, stainless steel is increasingly being considered for designing exposed steel structures. Because of significant differences in the mechanical properties between the two materials, seismic resisting system design rules for connections between carbon steel members may not be applicable, at least without modification, to connections between stainless steel members. This study has investigated th
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Arnedo, A., E. Mirambell, and E. Real. "Deformations of flexural members of austenitic stainless steel." Journal of Constructional Steel Research 46, no. 1-3 (1998): 456. http://dx.doi.org/10.1016/s0143-974x(98)00159-x.

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Jing, Xiaoyu, Ying Jiang, Penghu Deng, Dayang Wu, Lingxiao Jing, and Tonghua Zhang. "Space-structure-fabricated and Ni Film-deposited hybrid fabrics for enhanced electromagnetic interference shielding." Journal of Industrial Textiles 49, no. 5 (2018): 621–32. http://dx.doi.org/10.1177/1528083718792678.

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In this work, high-performance hybrid fabrics for electromagnetic interference-shielding were constructed via a novel approach of space-structure fabrication and Ni film deposition. First, the composite yarns containing stainless steel filaments and stainless steel staple fibers were weaved into fabric. Then, the surface of the fabric was coated with a Ni film by magnetic filtration cathodic vacuum arc deposition technology. Optical microscopy illustrated that stainless steel filaments and stainless steel staple fibers formed complex structures of conductive grids. Scanning electron microscopy
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Dissertations / Theses on the topic "Hybrid stainless steel members"

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Jaramillo, Fulvio E. "Axially loaded stainless steel compression members." Thesis, Available online, Georgia Institute of Technology, 2006, 2006. http://etd.gatech.edu/theses/available/etd-07102006-144943/.

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Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2007.<br>Leroy Z. Emkin, Committee Member ; Lawrence F. Kahn, Committee Member ; Abdul-Hamid Zureick, Committee Chair.
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Nip, Ka Ho. "Cyclic behaviour of carbon steel and stainless steel tubular members." Thesis, Imperial College London, 2009. http://hdl.handle.net/10044/1/42999.

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Concentrically braced frames are a common form of earthquake resistant structure. Performance of the structure is largely dependent on the ability of the key dissipative components, in this case the diagonal bracing members, to undergo significant inelastic deformations. Whilst many earlier studies have examined the hysteretic response of bracing members, comparatively less attention has been given to the ultimate behaviour and failure conditions. There are also significant uncertainties in existing models for predicting the ductility capacity of braces owing to their semi-empirical nature as
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Afshan, Sheida. "Structural behaviour of cold-formed stainless steel tubular members." Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/23660.

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This thesis examines the behaviour of cold-formed stainless steel tubular structural members, with an emphasis on ferritic stainless steels. Owing to the high comparative expense of stainless steel relative to traditional carbon steel, this study aims to identify and develop means of utilising the material more efficiently. A comprehensive material test programme was carried out as part of an extensive study into the prediction of strength enhancements in cold-formed structural sections that arise during production. Material tests on a total of 51 flat coupons and 28 corner coupons, extracted
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Huang, Yun'er, and 黃韵兒. "Behaviour and design of cold-formed lean duplex stainless steel members." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/195980.

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Cold-formed stainless steel sections have been increasingly used in architectural and structural applications. Yet the high price of stainless steel limits the application to construction projects. The lean duplex stainless steel (EN 1.4162) offers an opportunity for stainless steels to be used more widely due to its competitive in price, good mechanical properties and corrosion resistance. The lean duplex stainless steel is a relatively new material, and research on this material is limited. Currently, the lean duplex stainless steel is not covered in any design specification, and no design r
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Photiou, Nikolaos K. "Rehabilitation of steel members utilising hybrid FRP composite material systems." Thesis, University of Surrey, 2005. http://epubs.surrey.ac.uk/634/.

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Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.

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This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal structures are used widely in the construction industry. They include structural members and frames made from rolled and fabricated steel, cold-formed steel, stainless steel and aluminium. Common to these products is the desire to minimise the cross-sectional area to reduce weight and cost. Structural cross-sections are therefore thin-walled and prone to buckling, and an overriding consideration in the design of metal str
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Rizkalla, Natalie Sami. "Partial bonding and partial prestressing using stainless steel reinforcement for members prestressed with FRP." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0015/MQ53022.pdf.

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Keo, Pisey. "Non-linear analysis of steel-concrete hybrid members with application to stability design." Thesis, Rennes, INSA, 2015. http://www.theses.fr/2015ISAR0040/document.

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Le travail de cette thèse a pour but de développer des outils de simulation et une méthode de dimensionnement pour les poteaux hybrides soumis à des chargements combinés. La thèse est composée de 4 parties essentielles et comprend 6 chapitres. Dans la première partie, nous développons un élément fini poutre/poteau hybride élastique et l’interaction partielle avec matrice de raideur exacte. Cet élément fini découle de la solution analytique du système d'équations différentielles couplées obtenues en combinant les équations de champs (équilibre, cinématique et comportement). Les inconnues fondam
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Araba, Almahdi M. A. A. "Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars." Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/16920.

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Reynolds, Nicholas A. "Behavior and design of concentrically loaded duplex stainless steel single equal-leg angle struts." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/49074.

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Stainless steel has garnered attention as an alternative structural material to conventional carbon steel due to its corrosion resistance properties and aesthetic appearance. Of interest are single angles, which are frequently used in trusses, transmission towers, and as bracing diaphragms. When subjected to compression, knowledge concerning the behavior, analysis, and design of stainless steel single angles is very limited. This thesis addresses the behavior of duplex stainless steel single equal-leg angles subject to concentric compressive loading. Two complementary approaches are used
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Books on the topic "Hybrid stainless steel members"

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American Society of Civil Engineers., ed. Specification for the design of cold-formed stainless steel structural members. American Society of Civil Engineers, 2002.

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American Society of Civil Engineers. Specification for the design of cold-formed stainless steel structural members. The Society, 1991.

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Specification for the Design of Cold-Formed Stainless Steel Structural Members. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/9780784405567.

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American Society of Civil Engineers Staff. Specification for the Design of Cold-Formed Stainless Steel Structural Members. American Society of Civil Engineers, 2021.

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Specification for the Design of Cold-Formed Stainless Steel Structural Members. 8th ed. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784415955.

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American Society of Civil Engineers. Specification for the Design of Cold-Formed Stainless Steel Structural Members. American Society of Civil Engineers, 2023.

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Book chapters on the topic "Hybrid stainless steel members"

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Mahajan, A., S. S. Sidhu, and S. Devgan. "Enhancing Tribological Properties of Duplex Stainless Steel Via Electrical Discharge Treatment." In Non-Conventional Hybrid Machining Processes. CRC Press, 2020. http://dx.doi.org/10.1201/9780429029165-9.

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Athira, P., and Aju Mathew George. "Structural Performance of a Perforated Hybrid Stainless Steel I-beam." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9502-8_24.

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Ene, Anna, and Aurel Stratan. "Pre-test Numerical Modelling of Stainless Steel and Hybrid Links." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_8.

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Teng, J. G., T. Yu, and Y. L. Wong. "Hybrid FRP-Concrete-Steel Double-Skin Tubular Structural Members." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_4.

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Bompa, Dan V., Alexandru Chira, and Ahmed Y. Elghazouli. "Evaluation of Cyclic Response of Hybrid Steel-Timber Frame Members." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62884-9_42.

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Gupta, Dheeraj, and A. K. Sharma. "Development of Copper Coating on Austenitic Stainless Steel through Microwave Hybrid Heating." In Supplemental Proceedings. John Wiley & Sons, Inc., 2011. http://dx.doi.org/10.1002/9781118062173.ch33.

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Zhu, Jialei, Wei Li, Zhibo Li, Xiangdong Jiao, Cong Feng, and Kai Wang. "Optimization of Laser Deep Penetration TIG Hybrid Welding Technology for Stainless Steel." In Transactions on Intelligent Welding Manufacturing. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6922-7_9.

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Seelan, P. J., J. M. Dulieu-Barton, and F. Pierron. "The Effect of Microstructure on Energy Dissipation in 316L Stainless Steel." In Residual Stress, Thermomechanics & Infrared Imaging, Hybrid Techniques and Inverse Problems, Volume 9. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-42255-8_3.

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Wang, Yun, Hidehiko Kimura, Yoshiaki Akiniwa, and Keisuke Tanaka. "EBSD-AFM Hybrid Analysis of Crack Initiation in Stainless Steel under Fatigue Loading." In Engineering Plasticity and Its Applications. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-433-2.531.

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Ragavendran, M., M. Vasudevan, and M. Menaka. "Finite Element Modeling of Hybrid Laser-TIG Welding of Type 316L(N) Stainless Steel." In Lecture Notes on Multidisciplinary Industrial Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9072-3_22.

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Conference papers on the topic "Hybrid stainless steel members"

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Horisawa, Eitaro, Kunitomo Sugiura, and Yasuo Kitane. "Novel method for joining stainless steel plates using metal thermal spraying." 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.2025.2917.

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&lt;p&gt;Stainless steel is a material of choice for construction projects due to its excellent corrosion resistance. However, its thermal properties present significant challenges in welding members or structures. This study aims to propose and examine a novel joining method for stainless steel plates using metal thermal spraying. The focus is on the attachment of stiffeners, given that welded joints are conventionally used in this location. Deflections and residual stresses generated by the joint are measured for fillet welding, spot welding, and spot welding with thermal spraying. The maxim
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Kalel, Mukesh, and Kyosung Choo. "Heat Transfer Modeling of DED Hybrid Additive Manufacturing Technology using 316L Stainless Steel." In 10th Thermal and Fluids Engineering Conference (TFEC). Begellhouse, 2025. https://doi.org/10.1615/tfec2025.mpm.054985.

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Ashbaugh, William G. "Inspection of Vessels and Piping for Corrosion under Insulation: When, Where and How to Do It"." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89621.

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The corrosion of steel and stress corrosion cracking of stainless steels under insulation are no longer an interesting phenomenon that is only reported in the literature. They have become common place members of the corrosion family. While we do not welcome new forms of corrosion, we must become educated regarding their nature, occurrence and prevention.
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von Rège, H., and W. Sand. "Mini-Plant for Simulation of Metal Corrosion and Biofouling for Evaluation of Countermeasures." In CORROSION 1999. NACE International, 1999. https://doi.org/10.5006/c1999-99306.

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Abstract A mobile mini-plant for the simulation and detection of MIC and biofouling on metals in water circulation systems was developed and tested in laboratory and field experiments. Different metal samples (mild and stainless steel rings and coupons), arranged in ring columns, were tested for their succeptibility against microbiologically influenced corrosion attack (MIC) and biofouling. Sulfur/-compound utilizing bacteria created aggressive conditions for mild, but not for stainless steel (AISI 304). On mild steel, the electrochemical corrosion process is enforced by the continuous availab
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Alaferdov, Andrei, Carolina Carvalho Previdi Nunes, Matheus Dias Sousa, Igor Fernandes Namba, Fabio Domingues Caetano, and Fernando Idalirio de Lima Leite. "A Simple Method of Fabrication of the Stainless Steel/Copper Oxide Nanoparticles Hybrid Structure for Sensing Applications." In 2024 38th Symposium on Microelectronics Technology and Devices (SBMicro). IEEE, 2024. http://dx.doi.org/10.1109/sbmicro64348.2024.10673839.

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Gunkel, R. W., and J. P. Moran. "Corrosion Performance of Mechanically Fastened Aluminum/Steel Joints: Influence of Fastener Type and Aluminum Alloy." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95377.

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Abstract This paper discusses the corrosion test results for aluminum to steel lap-shear joints fabricated from three aluminum alloys using four different mechanical fasteners. The evaluations included exposure to alternate immersion (AI) and 100% relative humidity (RH) corrosion tests after phosphating and applying a 25 μm E-Coat (i.e., electrolytic coating) to the completed assembly. Lap-shear test results showed that specimens fabricated using self-piercing rivets and solid rivets exhibited strengthening after 30-60 days exposure to AI or RH testing, which was subsequently followed by a dec
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Dove, D., B. Messer, and T. Phillips. "An Austenitic Stainless Steel, Resistant to High Temperature Creep and Naphthenic Acids Attack in Refinery Environments." In CORROSION 2001. NACE International, 2001. https://doi.org/10.5006/c2001-01523.

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Abstract A hybrid, austenitic stainless steel has been developed for heater tubes, forgings, bends, fittings and welding consumables, which has higher strength than TP 316 and TP 347 in API 530 up to 1200°F (650°C). This allows for thinner wall tubes that provide optimum heat transfer and stress reduction and results in significant savings in material, fabrication and operational costs. 16Cr11Ni2.5MoCb has the attributes of many of the higher alloyed materials and in terms of life expectancy, creep rupture strength is an order of magnitude higher than TP 347. The 2.5% minimum molybdenum makes
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Cantó, Jorge, Luis Enrique Arvizu, Lorenzo M. Martinez-dela-Escalera, et al. "Design of a Cathodic Protection System to Overcome a Galvanic Dissimilarity on Iconic Monument for Mexico’s 200 Year Independence Celebration." In CORROSION 2012. NACE International, 2012. https://doi.org/10.5006/c2012-01586.

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Abstract Mexico is celebrating two hundred years of independence and in commemoration; the Mexican government is building an iconic monument in the most important avenue in Mexico City. The Estela de Luz monument, which is set to last 200 years free of corrosion while serving as a reminder to the Mexican people of their struggle for independence, is already facing its first challenge. The artist and architects designed the structure using two different metals: Stainless Steel and Carbon Steel, therefore generating a galvanic pair which, if not mitigated, will induce a shortening of the life sp
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Botkin, Lawrence A. "Principles to Practice to Avoid Corrosion Problems in the Truck Carrier Industry." In CORROSION 1988. NACE International, 1988. https://doi.org/10.5006/c1988-88303.

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Abstract Trailer tanks are frequently used to transport various types of chemicals to the user. Some of the corrosion problems encountered in trailer tanks are complicated by the wide variety of types of exposure. Stress corrosion cracking of austenitic stainless steel tanks due to the chloride content of the product has been a very serious problem in the industry. An educational campaign to encourage operators to clean and dry the tanks immediately upon unloading has been very helpful in facilitating economical transport of many products which would otherwise cause corrosion or stress corrosi
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Kerner, Deniz, and Holger Redecker. "Sustainable Bridge Bearings and Expansion Joints." 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.2025.3100.

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&lt;p&gt;In the pursuit of sustainable infrastructure solutions, the development and application of environmentally friendly materials and technologies are paramount. Bridge bearings and expansion joints play critical roles in ensuring the longevity and safety of bridge structures. This paper explores the innovative use of Ultra-High-Molecular-Weight Polyethylene (UHMWPE) in bridge bearings as a superior alternative to Polytetrafluoroethylene (PTFE).&lt;/p&gt;&lt;p&gt;In parallel, the study examines the implementation of hybrid expansion joints in bridge design. These joints utilize steel prof
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Reports on the topic "Hybrid stainless steel members"

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ELASTIC BUCKLING OF OUTSTAND STAINLESS-CLAD BIMETALLIC STEEL PLATES. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.5.

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The application of stainless-clad (SC) bimetallic steel in various conditions such as offshore and marine environment requires members designed in different cross-sectional shapes, which consist of both internal and outstand elements. To form a comprehensive understanding of buckling behaviour of the SC bimetallic steel members, the behaviour of outstand compression plates needs to be investigated. In this study, the theoretical elastic buckling stress of outstand SC bimetallic steel plates subjected to uniformly distributed uniaxial compression is derived. Considering the position of neutral
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OVERHANG EFFECT ON WEB CRIPPLING CAPACITY OF COLDFORMED AUSTENITIC STAINLESS STEEL SHS MEMBERS: AN EXPERIMENTAL STUDY. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.343.

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This paper studies the overhang effects on ultimate bearing capacities of cold-formed austenitic stainless steel square hollow section (SHS) members undergoing web crippling between EndTwo-Flange (ETF) and Interior-Two-Flange (ITF) loading conditions. A total of 16 web crippling tests were conducted with specimens covering various overhang lengths. Tensile coupon tests were performed to obtain the material properties of the test specimens. The web crippling capacities obtained from the tests were compared with the nominal capacities predicted by the SEI/ASCE 8-22 Specification for the design o
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ELASTIC BUCKLING OF OUTSTAND STAINLESS-CLAD BIMETALLIC STEEL PLATES SUBJECTED TO UNIAXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.274.

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The application of stainless-clad (SC) bimetallic steel in various conditions such as offshore and marine environment requires members designed in different cross-sectional shapes, which consist of both internal and outstand elements. To form a comprehensive understanding of buckling behaviour of the SC bimetallic steel members, the behaviour of outstand compression plates needs to be investigated. In this study, the theoretical elastic buckling stress of outstand SC bimetallic steel plates subjected to uniformly distributed uniaxial compression is derived. Considering the position of neutral
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EXPERIMENTAL STUDY ON INTERACTION OF DISTORTIONAL AND GLOBAL BUCKLING OF STAINLESS STEEL LIPPED CHANNEL COLUMNS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.7.

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This paper presents an experimental program to investigate distortional and global interaction buckling of stainless steel lipped channel columns in compression. Appropriate cross-sections and lengths were chosen so as to observe distortional-overall interaction buckling. In total, 21 buckling tests were conducted. After a brief introduction to the choice of column specimen geometries, key experimental results have been presented and discussed. The tests aim to study and observe the effect of distortional-global interactive buckling, study member under pin-ended boundary conditions, and provid
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APPLICATION OF HYDRAULIC SYNCHRONOUS LIFTING TECHNOLOGY IN THE CONSTRUCTION OF LONG-SPAN HYBRID STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.070.

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The aim of this study was to solve technical problems, such as uneven structures, multiple lifting points, high accuracy control requirements, and multi-disciplinary collaborative work, in the process of lifting and hoisting long-span hybrid steel structures based on the lifting work of a steel roof and steel beams of the Hunan Radio and Television studio F. First, after conducting research on the comparison and selection of the construction scheme, lifting process, quality control and other aspects, a floor assembly + hydraulic lifting + overhead supplementary bar construction plan was propos
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