Relevant bibliographies by topics / Eurocode

Contents

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

Academic literature on the topic 'Eurocode'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Eurocode"

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Selemetas, Dimitrios, and Andrew Bell. "FPS E-Pile Schedule for Eurocode design." Structural Engineer 92, no. 3 (2014): 53–54. https://doi.org/10.56330/lhac1411.

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The introduction of Eurocodes has altered the format of pile loading information and the procedures with which the structural and geotechnical design resistances for piles are determined. The E-Pile Schedule has been developed by the UK Federation of Piling Specialists (FPS) to accommodate the latest Eurocode requirements for loading on foundations. This article highlights the considerable benefits of adopting a standard pile schedule for Eurocode design.
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Stachura, Zbigniew, and Marian A. Gizejowski. "Buckling resistance evaluation of steel beam-columns using refined General Method approach." MATEC Web of Conferences 262 (2019): 09010. http://dx.doi.org/10.1051/matecconf/201926209010.

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Different aspects of Eurocode 3 General Method (GM) approaches are discussed in this paper. The purpose of present study is to improve the application of GM approach for both beam-columns without intermediate lateral-torsional restraints and with these restraints. The results from the proposed GM are compared with those from Eurocode 3-1-1 interaction equations according to Method 1 and Method 2. A better consistency between the developed GM approach and the Eurocode's interaction equation approach than Eurocode 3 GM approach is observed.
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Sánduly, Annabella, Anett Tóth, and Barnabás-Attila Lőrincz. "The Missing Holistic Approach in Design Application of Eurocode 3." Műszaki Tudományos Közlemények 11, no. 1 (2019): 171–74. http://dx.doi.org/10.33894/mtk-2019.11.38.

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Abstract Steel Eurocodes have an important role in the correct and adequate design of steel structures. Most of the programs, which are used for the static analysis of these structures take into consideration the information offered by the Eurocodes, thus giving the opportunity to entrust them with the task of solving those problems which are not clear and easily understandable for the user. As will be proven in this article, Eurocode 3 in some cases does not offer proper, clear explanations regarding some decisions. The main criticism for the whole Eurocode package is that the user might not
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D’Antino, Tommaso, and Marco Andrea Pisani. "A Proposal to Improve the Effectiveness of the Deflection Control Method Provided by Eurocodes for Concrete, Timber, and Composite Slabs." Materials 14, no. 24 (2021): 7627. http://dx.doi.org/10.3390/ma14247627.

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Limited deflection of structural members represents an important requirement to guarantee proper functionality and appearance of building and infrastructures. According to Eurocodes, this requirement is ensured by limiting the maximum deflection of horizontal structural members to a fraction of their span. However, each Eurocode provides different maximum deflection limits, which are independent of the type of superstructures considered. Thus, the respect of these limits may not always guarantee the integrity of certain superstructures. In this paper, the reliability of the Eurocode deflection
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Giżejowski, Marian, and Zbigniew Stachura. "A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members." Civil and Environmental Engineering Reports 25, no. 2 (2017): 89–105. http://dx.doi.org/10.1515/ceer-2017-0022.

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Abstract Steel I-section members subjected to compression a monoaxial bending about the major axis are dealt with in this paper. The current Eurocode’s design procedure of such members is based on a set of two interpolation equations. In this paper a simple and yet consistent Ayrton-Perry methodology is presented that for beam-columns yields the Ayrton-Perry design strategy similar to that utilized in the steel Eurocodes for design of beams and columns but not used so far for the beam-column design. The results from developed design criterion are compared with those of Method 1 of Eurocode 3 a
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Firket, Patrick, and Karine Vermeylen. "EuroCODE." World Journal of Urology 8, no. 3 (1990): 134–35. http://dx.doi.org/10.1007/bf01576757.

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Wittler, M., and L. Arab. "Eurocode." Food Sciences and Nutrition 42, no. 1 (1988): 1–7. http://dx.doi.org/10.1080/09543465.1988.11904121.

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Papic, Jovan, Verka Prolovic, and Ljupco Dimitrievski. "Selection of design approach for designing spread foundatons in our region according to Eurocode 7." Facta universitatis - series: Architecture and Civil Engineering 12, no. 1 (2014): 11–23. http://dx.doi.org/10.2298/fuace1401011p.

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The existing civil engineering standards for designing are to be replaced with a set of Eurocodes. Eurocode 7 is related to a geotechnical design, but its implementation is difficult, due to different geological, geographical and climate conditions which lead to development of different local designing traditions all over Europe. In order to overcome them, Eurocode 7 offers three design approaches and sets of partial factors to be used within. After accepting it, each country has to declare on the selection of design approach according to which designing is going to be performed and to define
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Tulebekova, A., and A. Zhankina. "Technical regulation in the construction." BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 136, no. 3 (2021): 56–66. http://dx.doi.org/10.32523/2616-7263-2021-136-3-56-66.

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The system of technical regulation is considered as foundation for the creation of a high construction culture, increasing the competitiveness of the industry in Kazakhstan. Key actions to reform regulatory framework which was established by the government focused on achieving a sustainable balance of economic and social interests of construction participants and consumers. The process of adopting international standards to Kazakhstan soil and construction conditions is gradual. The first step was to adapt foreign technical documentation to the national technological environment. In this way,
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Maca, Natalia, Klaus Dietz, Håkan Stille, and Didier Virely. "Felsbauplanung im geotechnischen Werkzeugkasten von morgen: Eurocode 7 – Geotechnische Bauwerke: Anker, Felsnägel, Bodennägel und Grundwasserkontrolle (EN 1997‐3:2024)." Geomechanics and Tunnelling 16, no. 5 (2023): 536–58. http://dx.doi.org/10.1002/geot.202300026.

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AbstractIn 2025 the new generation of the Eurocode 7 will be introduced and set a framework for geotechnical design for the next 20 years. As Eurocode 7 is an essential design code, the changes will affect numerous practising geotechnical Engineers. The paper provides an overview of significant changes in rock engineering design introduced in the new EN 1997 part 3, considering limit state design, durability, reliability, testing and other crucial design aspects. It focuses on the anchor clause revision and first introduced design rules for rock bolts and soil‐nailed structures. The improvemen
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Dissertations / Theses on the topic "Eurocode"

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Källung, Patrik, and Pontus Staaf. "Eurocodes : Beräkningsjämförelser mellan eurocodes och BKR." Thesis, Mälardalen University, School of Sustainable Development of Society and Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-4591.

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<p>In the year 2010 a transition will take place here in Sweden from the present rules how to dimension buildings in to the common rules with have been developed in Europe, the Eurocodes. Eurocode is the term for a collection standard that contains calculation rules in how to dimension constructions and buildings. They are developed by the European standardize committee.</p><p>The purpose with this examination work is to get an insight of what changes this will contribute to, and how it will affect the dimensioning. Are there going to be any differences in the dimension you finally chose?</p><
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Byfield, Michael Patrick. "Steel design and reliability using Eurocode 3." Thesis, University of Nottingham, 1996. http://eprints.nottingham.ac.uk/11145/.

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The twin aims of this research were to improve the presentation of codified design information and to investigate the methods used to calibrate the partial safety factors applied to resistance functions (ΎR-factors) so as to improve both the economy and the reliability of the predictions. A restructured version of EC3 (known as F-EC3) was developed by rearranging the design clauses on the basis of design tasks. This system enables the code to become more user-friendly. Hypertext versions of both EC3 and F-EC3 have been created on PC-based Microsoft Windows compatible software. The implications
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Karlsson, Niklas, and Jenny Öjemyr. "Rostfria stålkonstruktioner och rostskyddsbehandling av stålkonstruktioner enligt Eurocode." Thesis, KTH, Byggteknik och design, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-101825.

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Steel is an excellent material to build with, but consideration must be given to the fact that unprotected steel corrodes, rusts, therefore, as a rule, the steel must be protected in some way. This can be done by reducing the tendency of the steel to corrode by using stainless steel or by treating the steel with a protection method. The two most common methods of protection are corrosion protection paint and zinc coating. To determine the method, the corrosive category must first be evaluated and this is done in accordance to EN ISO 12944-2:1998. Stainless steel is available in many varieties
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Jacobson, Linnea, and Viktor Karlsson. "Design Model for Driven Concrete Piles According to Eurocode." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-118573.

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Pålning är en vanlig grundläggningsmetod för att överföra laster från överliggande konstruktioner genom svaga eller instabila jordlager till fasta jordlager eller berg. En typ av påle som ofta används är den slagna spetsburna betongpålen som slås ned genom till exempel lös lera till fast berg. 2011 trädde Eurokod in som gällande regelverk för dimensionering av bärverk. Införandet innebar förändringar i dimensionering av bland annat slagna spetsburna betongpålar. Företaget WSP i Norrköping har tidigare använt ett beräkningshjälpmedel för att få en uppfattning om en spetsburen betongpåles bärför
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Rabelo, Antonio Carlos Nogueira. "Dimensionamento de alvenaria estrutural segundo recomendações do Eurocode 6." Universidade Federal de Minas Gerais, 2004. http://hdl.handle.net/1843/FACO-6AYPLC.

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This work describes a study about the design of walls and lintels of structural masonry buildings. The safety verifications and limit states are based on Eurocode 6 [1996], following the global trend of probabilistic based design. Design aspects are discussed within this context and formulas based on ultimate limit state design are presented. In order to ilustrate the performed studies a pilot design of a fifteen floor builiding was developed, where the typical storey, mechanical storey and water reservoir are presented. The formwork project is also presented, with the description of the struc
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Oksiuta, Michal, Dusan Mijatovic, and Phanyod Jantarang. "Framtagning av ett dimensioneringsverktyg för balkonginfästningar enligt Eurocode och ETAG." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-19564.

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The purpose of this paper is to standardize and simplify the design work on a few specific types of storage brackets for balconies. The company Balco AB had the wish to simplify the design work in the preparation of attachments to their balcony structures. This would be done by a calculation matrix that could be produced which then in turn could be used for each new project by the company. The design work behind the development of these fittings at each new project is costly both in terms of time devoted by each calculation but also the cost of the time. The purpose of this report is that in a
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Ivarsson, Kristoffer. "Pile foundation, calculation method and design tables according to Eurocode." Thesis, Linköpings universitet, Medie- och Informationsteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-94549.

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Because of the transition to a common standard for building regulations in Europe called Eurocodes, there is a need to update old reports that was written when old national standards were in use. A pile foundation is needed if the ground beneath a building does not have enough loadbearing capacity. The function of the pile cap is to distribute the load from the above construction on to the piles in the ground. The goal of this thesis is to create design tables with a number of type caps that can be use to quickly get a grip of the size, quantity of reinforcement steel and loadbearing capacity
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Zervent, Altan. "Evaluation Of Steel Building Design Methodologies: Ts648,eurocode 3 And Lrfd." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610541/index.pdf.

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The aim of this study is designing steel structures with the same geometry, material and soil conditions but in the different countries, and comparing these designs in terms of material savings. According to three steel building codes, namely TS 648, LRFD, Eurocode 3, same structures with various stories (2, 4, 6, 8, and 10) are analyzed and designed. To calculate the design loads, Turkish Earthquake Code 2007 and Turkish Standard 498 (Design Load for Buildings) are utilized when TS 648 is applied. When LRFD is concerned, ASCE Standard 7-05 (Minimum Design Loads for Buildings and Other Structu
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Debarbouille, Quentin. "Consequences of using Eurocode 5 for design of steel-timber connections." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-12499.

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Timber construction has increased in popularity in different countries in Europe thanks to a new material apparition and environmental stakes. In order to construct a timber structure we use different types of connections. The design of connections is complex since it is influenced by many different factors. However, the connection is the weak part of the structure and has high risk of collapse. Therefore the connection often determines the capacity of the structure.In 1975 the commission of the European Community decided to harmonize of technicalities and rules of design in the field of const
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Edin, Erik, and Mattias Ström. "Comparing a full scale test with FDS, FireFOAM, McCaffrey & Eurocode." Thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75616.

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In the rapidly growing field of CFD-calculations (Computational Fluid Dynamics), companies and organizations are bringing forth new tools, tools that display an image of a given fire scenario. These tools are developed because they provide time efficiency as well as a sustainable economic approach. Another useful tool is analytical solutions, these analytical solutions serve the same purpose as CFD-modeling, providing results of a given scenario. The purpose of this thesis was to simulate a fire plume with two different CFDprograms and compare the gas temperature from each simulation with a fu
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Books on the topic "Eurocode"

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Cohen, Gérard, and Pascale Charpin, eds. EUROCODE '90. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/3-540-54303-1.

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Camion, P., P. Charpin, and S. Harari, eds. Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5.

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Normung, Deutsches Institut für. Handbuch Eurocode. Beuth Verlag, 2011.

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Bond, Andrew. Decoding Eurocode 7. Taylor & Francis, 2008.

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Ian, Burgess. Concise Eurocodes: Loadings on structures : BS EN 1991 : Eurocode 1. BSI, 2010.

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European Committee for Standardization. Eurocode 7: Geotechnical design. British Standards Institution, 1995.

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European Committee for Standardization. Eurocode 7: A commentary. Construction Research Communications Ltd., 1998.

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Alfes, C., W. Brameshuber, C. A. Graubner, W. Jäger, and W. Seim. Der Eurocode 6 für Deutschland. Wiley-VCH Verlag GmbH, 2013. http://dx.doi.org/10.1002/9783433603888.

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Piechatzek, Erwin. Einführung in den Eurocode 3. Vieweg+Teubner Verlag, 2002. http://dx.doi.org/10.1007/978-3-322-80206-4.

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Orr, Trevor L. L., and Eric R. Farrell. Geotechnical Design to Eurocode 7. Springer London, 1999. http://dx.doi.org/10.1007/978-1-4471-0803-0.

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Book chapters on the topic "Eurocode"

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Pless, V. "Duadic Codes and Generalizations." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_1.

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Wolfmann, J. "Weights of Primitive Binary Cyclic Codes from Non-Primitive Codes." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_10.

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Carlet, C. "Boolean Functions on Finite Fields of Characteristic 2." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_11.

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Gillot, V. "Bound for Trace-Equation and Application to Coding Theory." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_12.

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Langevin, P. "On Generalized Bent Functions." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_13.

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Levenshtein, V. I. "Bounds for Self-Complementary Codes and Their Applications." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_14.

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Chabaud, F. "Asymptotic Analysis of Probabilistic Algorithms for Finding Short Codewords." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_15.

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Harari, S., and P. Liardet. "Rational Interval Maps and Cryptography." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_16.

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Maset, S., and A. Sgarro. "An Asymptotic Theorem for Substitution-Resistant Authentication Codes." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_17.

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Morain, F. "Pseudoprimes: A Survey of Recent Results." In Eurocode ’92. Springer Vienna, 1993. http://dx.doi.org/10.1007/978-3-7091-2786-5_18.

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Conference papers on the topic "Eurocode"

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Frangi, Andrea, Alar Just, Harald Krenn, et al. "THE SECOND GENERATION OF EUROCODE 5 – FIRE DESIGN." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0002.

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Simon, Antje, Matthias Gerold, Hauke Burkart, and Andreas Müller. "THE 2ND GENERATION OF THE EUROCODE FOR TIMBER BRIDGES." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0006.

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Đukić, Đorđe, Mirko Kosič, Anže Babič, and Tatjana Isakovic. "Benchmarking the seismic design of bridges based on the new generation of Eurocode 8: A case-study example from Slovenia." 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.2025.1494.

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&lt;p&gt;In seismically active regions such as Slovenia, Eurocode 8 plays a pivotal role in the design of earthquake- resistant structures. Currently, the Eurocode standards are undergoing significant revisions, with the second generation of standards expected to be released in 2028.&lt;/p&gt;&lt;p&gt;This paper focuses on emerging implications of the provisions in the draft of the new Eurocode 8 related to the seismic design of bridge piers, using a case study of a bridge over the Sava River in Ljubljana, Slovenia. For the purposes of the study, the bridge is redesigned employing both the con
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Rauch, Marion. "Eurocode 2nd Generation - The Future of Fatigue Design in Steel." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0403.

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&lt;p&gt;The functionality of bridges and wind turbines is essential to ensure a sustainable and robust infrastructure as well as affordable and clean energy. The detailing and fatigue design are paramount for these structures and influence their service life significantly. In Europe, the fatigue verification of steel structures is based on the European design standard EN 1993-1-9. In 2012, the European Committee for Standardization assigned the Technical Committee 250 to develop the next generation of the Eurocode design standard series. The outcome of this process led to an updated structure
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Rauch, Marion. "The Future of Fatigue Design of Steel Structures - Eurocode 2nd Generation?" 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.2025.3068.

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&lt;p&gt;The construction industry plays a key role in developing solutions for the present and future global challenges. The built environment will be sustainably influenced by climate change, urbanization, population growth, and aging infrastructure in the upcoming decades. The functionality of bridges and wind turbines is essential to overcome these challenges. Fatigue design is paramount for these structures. In Europe, the verification regarding fatigue design of steel structures is based on the European design standard EN 1993-1-9. The next generation of the Eurocode design standards is
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Dietsch, Philipp, and Martin Danzer. "DESIGN OF HOLES IN BEAMS – A NEW SECTION FOR EUROCODE 5." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0001.

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Schenk, Martin, Junia Ohm, and Stefan Winter. "EUROCODE 5: FROM MANDATE TO SECOND GENERATION – REVIEW, INSIGHT AND OUTLOOK." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0005.

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Mameng, Sukanya Hägg, Lena Wegrelius, Claes Tigerstrand, and Marco Frigo. "Atmospheric Corrosion Resistance of Stainless Steel: Results of a Field Exposure in Italy." In CONFERENCE 2024. AMPP, 2024. https://doi.org/10.5006/c2024-20931.

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Abstract Different material selection procedures exist for stainless steel in infrastructure applications. The most common is the EN 1993-1-4: 2015 (Eurocode 3)–Annex A, which is applicable to all of Europe. The guideline can be used to reduce necessary testing time, but they do not describe the behaviour of stainless steel under practical conditions. The atmospheric corrosion resistance of stainless steel depends on the material-related parameters and environmental conditions. The atmospheric corrosion performance of stainless steel grades in a marine environment in Genoa, Italy, was investig
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Simpson, B. "Eurocode 7." In Proceedings of the International Workshop. WORLD SCIENTIFIC, 2003. http://dx.doi.org/10.1142/9789812704252_0016.

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Vukobratović, Vladimir. "ELASTIC RESPONSE SPECTRUM IN THE NEW EUROCODE 8." In XXIX kongres DIMK i X kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija. Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, 2025. https://doi.org/10.46793/29dimk.246v.

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Mandatory application of Eurocodes in the Republic of Serbia was introduced relatively recently, which in some cases imposed challenges since the differences compared to the previous practice are significant. The preparation of the new generation of Eurocodes is currently in its final phase. Since in the near future the new generation of Eurocodes will be published and obligatory in the European Union countries, this is also expected in domestic practice. The implementation of the new generation of standards in practice is a demanding and complex process, which is primarily based on the timely
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Reports on the topic "Eurocode"

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Halldórsson, Benedikt, Milad Kowsari, and Bogi Björnsson. Jarðskjálftavá á höfuðborgarsvæðinu – Greining skjálftavárlíkinda. Veðurstofa Íslands, 2025. https://doi.org/10.33112/vi2025942.

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Jarðskjálftavá á höfuðborgarsvæðinu hefur verið endurmetin frá grunni með nýrri aðferðarfræði og út frá núverandi stöðu þekkingar. Kennistærð jarðskjálftavár er hámarkshröðun í lárétta stefnu á yfirborði jarðar. Greining á skjálftavárlíkindum tilgreinir líkur á því að hámarkshröðun verði stærri en tiltekið gildi á ákveðnum stað og á ákveðnu tímabili á höfuðborgarsvæðinu. Niðurstöðurnar hafa verið settar fram sem skjálftavárlíkindakort fyrir hámarkshröðun með 10% líkur á 50 ára tímabili á umframgildi. Hámarkshröðun í helstu sveitarfélögum á höfuðborgarsvæðinu hefur einnig verið metin fyrir mism
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METAL BEAMS SUSCEPTIBLE TO OUT-OF-PLANE INSTABILITY DUE TO COMBINED COMPRESSION AND BENDING WITH GEOMETRIC IMPERFECTIONS. The Hong Kong Institute of Steel Construction, 2024. https://doi.org/10.18057/ijasc.2024.20.4.10.

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The parts of the second generation of Eurocodes are continuously published. The full set of the 2nd generation of these new European standards consists of 68 parts of Eurocodes, 15 Technical Specifications and 5 Technical Reports and they will all be available in 2028. The aim of the paper is to bridge the gap concerning one of the newest and the most complex UGLI (Unique Global and Local Initial) imperfection methods. According to EN 1993-1-1:2022, ultimate limit state design checks may be carried out using methods of analysis named hereafter as M0, M1, M2, M3, M4, M5 or EM. Both Eurocodes EN
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SAFETY ASSESSMENT OF EUROCODE 3 STABILITY DESIGN RULES FOR THE LATERAL-TORSIONAL BUCKLING OF PRISMATIC BEAMS. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2018.14.4.9.

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CHARACTERISATION OF THE BEHAVIOUR OF BEAM-TO-COLUMN STEEL JOINTS UP TO FAILURE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.5.

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The design of steel joints is currently dealt with in Eurocode 3 through the well-known “component method”. In particular, Part 1-8 of this standard provides guidance on how to apply the method to a wide range of joint configurations allowing to assess the latter’s initial rotational stiffness and resistance. Nonetheless, whenever a global structural plastic analysis is contemplated, provisions of Eurocode 3 are insufficient since no clear guidance on how to determine the ultimate resistance and the ultimate rotation capacity of joints is provided. In this paper, the full-range behaviour of be
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MATERIAL PROPERTIES AND LOCAL STABILITY OF WAAM STAINLESS STEEL PLATES WITH DIFFERENT DEPOSITION RATES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.244.

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Wire arc additive manufacturing (WAAM) has significant potential to produce freeform, but structurally efficient geometries out of stainless steel, for use in the construction industry, however, there is currently no standardisation of the manufacturing parameters used to produce WAAM structures. This paper discusses an experimental programme carried out on WAAM 316L stainless steel plated structures to assess the effects of the deposition rate, which is directly associated with productivity. This programme comprises tensile tests on coupons extracted along different printing directions, geome
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A PRELIMINARY STUDY OF DEPOSITION RATE, MATERIAL PROPERTY AND STABILITY OF WAAM STAINLESS STEEL PLATES. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.4.

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Wire arc additive manufacturing (WAAM) has significant potential to produce freeform, but structurally efficient geometries out of stainless steel, for use in the construction industry, however, there is currently no standardisation of the manufacturing parameters used to produce WAAM structures. This paper discusses an experimental programme carried out on WAAM 316L stainless steel plated structures to assess the effects of the deposition rate, which is directly associated with productivity. This programme comprises tensile tests on coupons extracted along different printing directions, geome
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ON FIELD-MEASURED VERTICAL TEMPERATURE GRADIENT OF BOX GIRDER IN STEEL BRIDGES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.320.

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To investigate distribution of the vertical temperature gradient of a closed steel box girder under solar radiation, specifications in four major codes on the vertical temperature gradient of a main girder or steel box girder in China and other countries are first compared. Then, temperature measurement is carried out inside a steel box girder bridge. It was found that under the effect of hot weather and strong solar radiation, the temperature rose rapidly on the deck overlay and reached its maximum at around 14:00, while the maximum temperature of the deck was recorded at around 16:00. Notabl
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WEB CRIPPLING BEHAVIOUR OF COLD-FORMED STEEL CHANNELS WEB HOLES UNDER END TWO FLANGE (ETF) LOADING. The Hong Kong Institute of Steel Construction, 2024. https://doi.org/10.18057/ijasc.2024.20.4.9.

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The design of the web-crippling behavior of cold-formed steel elements (CFS), which have been widely used in recent years, is essential. The concentrated loads acting on CFS members cause the section's web to crush and buckle. For this reason, it is necessary to calculate the web crippling strength correctly in the design of CFS sections. In order to observe the web-crippling behavior of CFS channel sections with holes drilled in the webs, this paper presents experimental and numerical experiments. Seven sections of the real-world system intended for End Two Flange (ETF) loading scenarios unde
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UNIFIED FATIGUE LIFE CALCULATION OF Q460C STEEL FILLET WELD CRUCIFORM JOINTS CONSIDERING FATIGUE CRACK INITIATION AND PROPAGATION. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.3.2.

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The present study experimentally investigates the effects of the relative stress amplitude and the relative nominal maximum stress on the fatigue life of Q460C steel fillet weld cruciform joints. An ellipsoidal fracture model proposed by the first author is used as the criterion of crack tip cracking and fatigue crack instability propagation. Theoretical calculations and numerical simulations were employed to analyze the fatigue crack initiation and propagation in the fillet weld cruciform joint. In addition, the fatigue crack initiation life, stable propagation life and total fatigue life wer
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