Relevant bibliographies by topics / Eurocode 8

Contents

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

Academic literature on the topic 'Eurocode 8'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Eurocode 8"

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Pinto, P. E. "A look into Eurocode 8." Bulletin of the New Zealand Society for Earthquake Engineering 28, no. 2 (1995): 146–52. http://dx.doi.org/10.5459/bnzsee.28.2.146-152.

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The European Union, enlarged to include the EFTA countries for a total of eighteen european states, is concluding the first phase of preparation of a homogeneous set of Standards for structural design, called the Eurocodes. It is intended that these Standards will ultimately acquire a supranational level and will supersede national codes. Eurocode 8, dealing with seismic design, has just recently reached the status of a Pre-Standard, which allows it to be adopted in any of the above states. By providing an outline of the content of Eurocode 8, it is hoped to raise the interest of the internati
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GIRÃO COELHO, ANA M. "En Eurocodes second generation, FprEN 1993-1-8 – Eurocode 3: design of steel structures – part 1-8: Joints." Inżynieria i Budownictwo LXXIX, no. 9-10 (2023): 464–68. http://dx.doi.org/10.5604/01.3001.0053.8868.

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The revision of Structural Eurocodes started in 2015, following an agreement between the European Commission and CEN from 2012. This paper gives an overview of the key changes introduced in each section of the second generation of part 1-8 of Eurocode 3, which gives methods for the design of steel joints and is currently submitted for formal vote of countries
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Subotić, Petar, Mladen Muhadinović, Biljana Sćepanović, and Duško Lučić. "The future of seismic design of steel structures PR EN 1998-1-1 and PR EN 1998-1-2." Journal of Applied Engineering Science 22, no. 2 (2024): 303–9. http://dx.doi.org/10.5937/jaes0-50730.

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The first generation of Eurocode 8 has appeared some twenty years ago. At that time, it presented a brand new and modern seismic standard. But twenty years is a relatively long period and during it a lot has been happening in the field of seismic design of buildings. Latest scientific research together with the identified shortcomings in the current version of Eurocode 8 created a need for it to be updated. Bearing that in mind European commission began to work on the second generation of Eurocodes. They are expected to be finished and ready for adoption in a sequential manner at the start of
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Md., Foisal Haque. "Simplified Analytical Analysis of Fundamental Time of Structures." Journal of Structural Engineering, its Applications and Analysis 4, no. 2 (2021): 1–24. https://doi.org/10.5281/zenodo.5118781.

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Every structure has a fundamental time. Structure height influences on the fundamental time based on various codes formulae. In general, fundamental time depends on the variations of number of elements, dimensions, materials etc. Newly developed formulae of fundamental time are compared with the ASCE 7-05 and Eurocode 8. For RC structure, fundamental time difference between present study and ASCE 7-05 lies from zero to 4.6s. This difference between present study and Eurocode 8 is lower than the difference between ASCE 7-05 and Eurocode 8 within 200m to 360m height of structure. Minimum differe
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Landolfo, Raffaele, and Luigi Fiorino. "Second Generation of Eurocode 8: Seismic Design Rules for Cold‐Formed Steel Buildings." ce/papers 6, no. 3-4 (2023): 1978–82. http://dx.doi.org/10.1002/cepa.2682.

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AbstractThe seismic design of Cold‐Formed Steel (CFS) building structures is not covered by the current edition of Eurocode 8. In order to update Eurocode 8 to reflect the findings of extensive research undertaken over the last ten years, the University of Naples “Federico II” is taking part in the evaluation of current seismic design criteria and the creation of new guidelines for the design of CFS systems. This paper especially examines various Lateral Force Resisting System (LFRS) types that may be found in the second version of Eurocode 8. It also provides background information on the res
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Campiche, Alessia, and Silvia Costanzo. "Evolution of EC8 Seismic Design Rules for X Concentric Bracings." Symmetry 12, no. 11 (2020): 1807. http://dx.doi.org/10.3390/sym12111807.

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Eurocodes are currently under revision within a six-year program by CEN/TC 250. In this framework, concentric bracings, particularly in cross configuration, have been largely debated; indeed, several criticisms affect the seismic design procedure currently codified within Eurocode 8, entailing significant design efforts and leading to massive and non-economical structural systems, even characterized by poor seismic behavior. The efforts of SC8 have been aimed at improving the codified seismic design criteria for concentrically braced frames, by providing requirements and detailing rules concei
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Elghazouli, Ahmed Y., and Richard J. Peppin. "Seismic Design of Buildings to Eurocode 8." Noise Control Engineering Journal 59, no. 2 (2011): 212. http://dx.doi.org/10.3397/1.3532782.

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Mclean, Simon. "Seismic Design of Buildings to Eurocode 8." Journal of Building Appraisal 5, no. 4 (2010): 369–70. http://dx.doi.org/10.1057/jba.2010.3.

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Biskinis, Dionysis, and Michael N. Fardis. "Cyclic shear resistance model for Eurocode 8 consistent with the second-generation Eurocode 2." Bulletin of Earthquake Engineering 18, no. 6 (2020): 2891–915. http://dx.doi.org/10.1007/s10518-020-00807-1.

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Goldschmidt, Konstantin, and Hamid Sadegh-Azar. "Sicherheitstechnische Grundlagen der Erdbebenauslegung/Safety-related fundamentals of earthquake design." Bauingenieur 96, no. 12 (2021): 411–20. http://dx.doi.org/10.37544/0005-6650-2021-12-33.

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Die Grundlage aller Baunormen ist der Versuch materielle und immaterielle Schäden durch unsichere Bauweisen zu verhindern. Auch wenn es wünschenswert wäre, ist es doch prinzipiell unmöglich eine absolute Zuverlässigkeit und Sicherheit zu erreichen. Hierfür wird im Eurocode 0 [1] eine Grundlage geschaffen, indem eine einzuhaltende maximale Versagenswahrscheinlichkeit für die Auslegung definiert wird. Aufbauend hierauf, versuchen alle Bemessungsnormen und Berechnungsvorschriften eine Sicherheit zu erreichen, die dieser Versagenswahrscheinlichkeit entspricht. Zur genaueren Bestimmung der Versagen
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Dissertations / Theses on the topic "Eurocode 8"

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Barbaranelli, Andreas, and Andreas Wallin. "Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8." Thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-253823.

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In Sweden, buildings are not designed to withstand earthquakes due to the rarity of an earthquake event and its consequential damage. However, the aim of this thesis was to study the seismic performance of some of the highest buildings in Stockholm, called Innovationen and Helix. The purpose of the study was to get an understanding of earthquake engineering for high rise buildings and to compare the behavior of the two towers during seismic action. In order to compare the two buildings and get an understanding of what will affect the seismic performance, Eurocode 8 was used. The Eurocode stand
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Drivas, Georgios Valdemar. "Cost Evaluation of Seismic Load Resistant Structures Based on the Ductility Classes in Eurocode 8." Thesis, KTH, Betongbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-157137.

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Most people do not associate Scandinavia with seismic activity and earthquakes; however, there is in fact seismic activity in the region. Although in comparison with southern Europe the return periods of earthquakes with large magnitudes are quite long, itis critical to consider earthquake impact when designing structures. Earthquake impact is difficult to predict, but building standards provide guidance to safely designstructures based on statistical and empirical data specific to regional conditions andcircumstances. Crucial for the final impact and response of a structure is not only thegro
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RINALDI, VINCENZO. "The seismic behaviour of Cross-Laminated Timber buildings: Evaluation of the behaviour factor for the revision of the Eurocode 8." Doctoral thesis, Università degli Studi dell'Aquila, 2021. http://hdl.handle.net/11697/169273.

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Over the last 15 years, the wood-based structural industry has achieved general growth around the world. This positive trend is due to many reasons: the awareness of the importance of sustainable development and the high structural performance of timber structures in seismic-prone areas. Several researches were conducted in these years, leading to a deeper knowledge of seismic timber design. In particular, the Cross-Laminated Timber (CLT) system was widely investigated, becoming a competitive choice in seismic areas compared to other structural materials. Starting from 2015, the revision proce
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El, Nabouch Ranime. "Comportement mécanique des murs en Pisé soumis à la poussée progressive." Thesis, Université Grenoble Alpes (ComUE), 2017. http://www.theses.fr/2017GREAA014/document.

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La détermination des comportements mécaniques des murs en pisé est d’une importance capitale dans un contexte où il y a un regain d’intérêt pour l’utilisation de matériaux de construction à très faible impact environnementaux. D’une part, cette étude contribue à trouver des moyens appropriés pour la conservation et la restauration du patrimoine bâti et, d’autre part, permet d’établir de nouvelles recommandations pour la conception de nouvelles structures en pisé dans le respect des règlements de la construction (réglementation thermique et réglementation parasismique).Dans ce contexte, cette t
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Pousse, Guillaume. "Analyse des données accélérométriques de K-net et Kik-net : implications pour la prédiction du mouvement sismique - accélérogrammes et spectres de réponse - et la prise en compte des effets de site non-linéaire." Phd thesis, Université Joseph Fourier (Grenoble), 2005. http://tel.archives-ouvertes.fr/tel-00068748.

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Ce projet de recherche contribue à la caractérisation du mouvement sismique. Le travail s'appuie sur deux réseaux japonais, où les événements retenus ont une profondeur inférieure à 25 km et une magnitude comprise entre 4,0 et 7,3. L'analyse de K-net permet de calculer une relation prédictive d'accélération spectrale afin de tester les formes spectrales forfaitaires de l'Eurocode 8. Nous mettons en évidence le contenu haute fréquence des signaux japonais et le rôle des sols dans l'amplification spectrale à basse fréquence. De plus, nous développons une méthode empirique de génération stochasti
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Gómez, Martínez Fernando. "FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake." Doctoral thesis, Universitat Politècnica de València, 2015. http://hdl.handle.net/10251/54780.

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[EN] A simplified analytical method ("FAST") for the estimation of large-scale vulnerability of Reinforced Concrete (RC) Moment Resisting Frames with masonry infills is proposed and subsequently tested by using real damage scenario caused by the 2011 Lorca earthquake as a benchmark. FAST is a spectral-based approach that allows predicting the average non-structural Damage State expected for each class of building (defined by number of storeys, age of construction, infills ratio in plan and location) for a given demand level. It accounts for non-uniformity of infills in elevation, i.e. a redu
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Tabatabaei, Araghi Pedram. "Seismic analysis of concrete structures within nuclear industry." Thesis, KTH, Betongbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147215.

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Earthquake has always been a hazard for civil structures and keeping the structures integrity during and after an earthquake is of vital importance. This phenomenon’s impact is sudden and there is little or no warning to make the preparations for this natural disaster. Much damage has been done on structures which have led to major collapses and loss of many lives. Civil structures such as nuclear power plants are designed to withstand earthquakes and in the event of a major seismic event, to shut down safely. The aim of this thesis is to present the seismic design procedures for concrete stru
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Lemaire, Jean. "Un modèle d'évaluation de la vulnérabilité sismique du bâti existant selon l'Eurocode : essai méthodologique et application sur un territoire." Thesis, Paris 10, 2018. http://www.theses.fr/2018PA100010/document.

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Le risque sismique est un sujet d’étude pluridisciplinaire qui fait l’objet de nombreux travaux de recherches. Pendant longtemps, il a été étudié sous l’aspect de l’aléa et ce n’est qu’au milieu du XXe siècle que nous nous sommes intéressés à la vulnérabilité des éléments exposés. Malgré la multiplicité des études sur le risque sismique, aucune d’entre elles n’adopte une démarche globale en utilisant la règlementation parasismique. Dans le cadre de cette thèse, nous soutenons l’hypothèse selon laquelle il est possible d’évaluer la vulnérabilité des lieux d’habitation à l’échelle de plusieurs b
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Gomes, Nuno Gustavo dos Santos. "Avaliação comparativa do efeito do nível de sismicidade em edifícios em aço e mistos aço-betão." Master's thesis, 2020. http://hdl.handle.net/10316/92211.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>During its lifetime a structure can be exposed to several actions, in which the seismic action plays an important role. When subjected to an earthquake, the performance of a structure is evaluated by the level of damage that it presents, as well as the damage caused to the non-structural elements, having always to be guaranteed the protection of human lives, as well as the functioning of important structures for civil protection. Due to the unpredictability associated with this type of act
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Almeida, Paulo Jorge dos Anjos. "Dimensionamento comparativo de estruturas de edifícios em aço de vários pisos baseado no EC3 e EC3+EC8." Master's thesis, 2019. http://hdl.handle.net/10316/93562.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>A construção de edifícios com estrutura em aço teve início no final do século XIX, tendo o uso desta solução construtiva aumentado até aos nossos dias. No que refere às estruturas em pórticos simples de aço, apresentam várias vantagens em relação a outros materiais, quer em relação ao betão armado, por permitir estruturas mais leves, versáteis e recicláveis, quer em relação a estruturas em aço com pórticos contraventados, por permitir vãos abertos, sem impedimentos arquitetónicos.A introdu
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Books on the topic "Eurocode 8"

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CEN, ed. Eurocode 8: Design of concrete structures. CEN, 1994.

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CEN, ed. Eurocode 8: Design of concrete structures. CEN, 1995.

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Elghazouli, Ahmed, ed. Seismic Design of Buildings to Eurocode 8. CRC Press, 2016. http://dx.doi.org/10.1201/9781315368221.

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Ahmed, Elghazouli, ed. Seismic design of buildings to Eurocode 8. Taylor & Francis, 2009.

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Standardization, European Committee for. Eurocode 8: Design provisions for earthquake resistance of structures. British Standards Institution, 1996.

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(Firm), Knovel, and SpringerLink (Online service), eds. Seismic Design, Assessment and Retrofitting of Concrete Buildings: Based on EN-Eurocode 8. Springer Netherlands, 2009.

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Slovenia) IEEE Region 8 EUROCON 2003 (2003 University of Ljubljana. The IEEE Region 8 EUROCON 2003, computer as a tool: 22-24 September 2003, Faculty of Electrical Engineering, University of Ljubljana, Ljubljana, Slovenia : proceedings. IEEE, 2003.

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Eurocode 8: Design of concrete structures. CEN, 1996.

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Designers' Guide to Eurocode 3: Design of Steel Buildings en 1993-1-1, -1-3 and -1-8. ICE Publishing, 2011.

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Seismic Design of Buildings to Eurocode 8. Routledge, 2009. http://dx.doi.org/10.4324/9780203888940.

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Book chapters on the topic "Eurocode 8"

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Bossenmayer, Horst. "Eurocode 8-General presentation." In Structural Dynamics. Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-64.

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Bisch, Philippe. "Eurocode 8. Evolution or Revolution?" In Recent Advances in Earthquake Engineering in Europe. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75741-4_27.

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Ćulov, Nidal, Emina Hadzalic, Emina Hajdo, Emir Karavelić, and Naida Ademović. "Bearing Resistance of Strip Foundations: Eurocode 7 and Eurocode 8 Guidelines." In Lecture Notes in Networks and Systems. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-71694-2_6.

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Pascu, Radu, and Mihai Munteanu. "Eurocode 8 Versus Romanian Seismic Practice." In Vrancea Earthquakes: Tectonics, Hazard and Risk Mitigation. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4748-4_21.

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Munteanu, M., and R. Pascu. "Eurocode 8 Versus Romanian Seismic Practice." In Vrancea Earthquakes: Tectonics, Hazard and Risk Mitigation. Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4748-4_22.

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Scarpelli, G., L. Callisto, and S. Foti. "EUROCODE 7 – Second generation - Interplay with Eurocode 8: implications for ground investigation." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-366.

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Pinto, Paolo E. "Status of Eurocode 8 and future development." In European Seismic Design Practice. Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-8.

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Carvalho, E. C. "Prenormative research in support of Eurocode 8." In European Seismic Design Practice. Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-7.

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Bisch, Philippe. "Chapter 1 Introduction." In Seismic Design Of Buildings To Eurocode 8. Crc Press, 2016. http://dx.doi.org/10.1201/9781315368221-2.

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Bommer, Julian J., and Peter J. Stafford. "Chapter 2 Seismic Hazard And Earthquake Actions." In Seismic Design Of Buildings To Eurocode 8. Crc Press, 2016. http://dx.doi.org/10.1201/9781315368221-3.

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Conference papers on the topic "Eurocode 8"

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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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Fragiacomo, Massimo, Maurizio Follesa, Vincenzo Rinaldi, Martina Sciomenta, and Daniele Casagrande. "THE TIMBER CHAPTER OF THE NEW EUROCODE 8 – PART 1-2: NEW FEATURES AND FUTURE IMPROVEMENTS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0003.

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Cenci, Giuseppe, Maurizio Follesa, Vincenzo Rinaldi, Daniele Casagrande, Martina Sciomenta, and Massimo Fragiacomo. "THE HIGH-DUCTILITY CLASS (DC3) DESIGN PROCEDURE IN THE NEW EUROCODE 8 FOR CLT BUILDINGS: A CASE STUDY." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0634.

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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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Taravari, Leart, and Koce Todorov. "PERFORMANCE-BASED SEISMIC ASSESSMENT OF RC FRAME STRUCTURES USING SIMPLIFIED SDOF IDA." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.92.

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The following paper focuses on the conducted performance-based analyses of 8 representative reinforced concrete frame structures. These structures encompass a range of stories, including 2, 3, 5, and 7, and feature varying bay numbers of 3 and 4. The frames are designed to represent the central frame of a reinforced concrete spatial frame structure. The RC frame structures are designed following Eurocode 0 and Eurocode 2 recommendations. The seismic analyses of the RC frame structures are conducted using equivalent lateral force method, in line with Eurocode 8 capacity design recommendations.
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Belosevic, Zlatko, and Mladen Mestrovic. "Seismic load analysis of material-filled storage tanks according to Eurocode 8." In Symposium on Doctoral Studies in Civil Engineering 2017. University of Zagreb Faculty of Civil Engineering, 2017. http://dx.doi.org/10.5592/co/phdsym.2017.01.

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Tildy, P., L. Hermann, and B. Neducza. "Problems and Possible Solutions of Geophysics in Eurocode 8 Based Soil Classification." In Near Surface 2007 - 13th EAGE European Meeting of Environmental and Engineering Geophysics. European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2214-4609.20146619.

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Landolfo, Raffaele, and Federico Massimo Mazzolani. "Seismic Design of Aluminium Structures in the Second Generation of Eurocode 8." In INALCO 2023. MDPI, 2023. http://dx.doi.org/10.3390/engproc2023043012.

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Mrdak, Ivan, and Marina Rakočević. "NONLINEAR SEISMIC ASSESSMENT OF COUPLED WALLS DESIGNED IN ACCORDANCE WITH EUROCODE 8." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.93.

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Experience from previous earthquakes have shown that wall structural systems experience less damage during earthquake compared to frame systems. Wall systems for functional and architectural reasons frequently have openings (windows, doors, elevators, esc.). Wall systems with regularly distributed openings represent efficient system for resisting earthquake loads. Coupling beams connecting the walls, if designed and detailed properly, increase seismic resistance of the building by distribution of inelastic deformations both vertically and in plan. Eurocode 8 introduced set of rules for design
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Demonceau, Jean-François. "Characterisation of beam-to-column composite joints beyond current Eurocode provisions." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7260.

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In EN 1994-1, design rules are given for the evaluation of the mechanical properties of structural steel-concrete composite joints (rotational stiffness, resistance and ductility) based on the component method offered in EN 1993-1-8 and adding specific components for composite joints. These rules cover only the situations for the joints subjected to shear forces and hogging moments. However, during the last decades, researches have been conducted on the behaviour of composite joints subjected to different kind of actions such as sagging bending moments, cyclic loadings, combined bending moment
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Reports on the topic "Eurocode 8"

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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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2

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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