Log in

Relevant bibliographies by topics / Eurocode 8 / Journal articles

To see the other types of publications on this topic, follow the link: Eurocode 8.

Journal articles on the topic 'Eurocode 8'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Eurocode 8.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

2

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

3

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

4

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

5

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

6

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

7

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

11

Anagnostopoulos, S. A., M. T. Kyrkos, A. Papalymperi, and E. Plevri. "Should accidental eccentricity be eliminated from Eurocode 8?" Earthquakes and Structures 8, no. 2 (2015): 463–84. http://dx.doi.org/10.12989/eas.2015.8.2.463.

Full text

APA, Harvard, Vancouver, ISO, and other styles

12

Pitilakis, Kyriazis, Evi Riga, and Anastasios Anastasiadis. "Design spectra and amplification factors for Eurocode 8." Bulletin of Earthquake Engineering 10, no. 5 (2012): 1377–400. http://dx.doi.org/10.1007/s10518-012-9367-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

13

Zejak, Danijela, Nikolay Vatin, and Vera Murgul. "Analysis of the Masonry Structure Calculation with Vertical Ring Beams According to European Standards." Applied Mechanics and Materials 725-726 (January 2015): 111–17. http://dx.doi.org/10.4028/www.scientific.net/amm.725-726.111.

Full text

Abstract:

Analysis of masonry constructions is done simultaneously by applying the Rules on technical standards for masonry walls (PZZ'81), Regulation on technical standards for the constructions in seismic areas (PIOVS'91) and Eurocodes (EC 6 and EC 8). Eurocode presupposes shear force to be a reliable mechanism form calculating shear wall resistance force, which conflicts to the real behavior of constructions during earthquakes. It is therefore recommended determining the seismic masonry resistance according to the current rules that require verification tensile strain, whose possible exceeding leads

APA, Harvard, Vancouver, ISO, and other styles

14

Matejčeková-Farhat, Miroslava, and Rudolf Ároch. "Some Remarks on the Choice of Ductility Class for Earthquake-Resistant Steel Structures." Slovak Journal of Civil Engineering 21, no. 3 (2013): 1–10. http://dx.doi.org/10.2478/sjce-2013-0011.

Full text

Abstract:

Abstract The implementation of the Eurocodes in current structural design practice has brought about a new emphasis on the design of earthquake-resistant structures. In some European countries, new earthquake zones have been defined; henceforth, the design requirements of many ongoing projects have changed as well. The choice of the ductility class of steel structures as one of the key design parameters, the consequences of this choice on design procedure, and some applications of the Eurocode 8 design criteria by comparing French and Slovak national practice are discussed, using a practical e

APA, Harvard, Vancouver, ISO, and other styles

15

Bosco, Melina, Angela Fiamingo, Maria Rossella Massimino, and Pier Paolo Rossi. "An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study." Buildings 14, no. 7 (2024): 2161. http://dx.doi.org/10.3390/buildings14072161.

Full text

Abstract:

Based on criticisms raised in the past by researchers about the effectiveness of the design rules reported in the European seismic code for the design of concentrically braced frames, a new design procedure has been proposed and included in the upcoming version of Eurocode 8. The upcoming version of Eurocode 8 is in the enquiry stage. Hence, it is important to evaluate the effectiveness of the design procedure reported in the code using accurate numerical models and seismic inputs. In the present paper, a four-story building with concentrically braced frames in the chevron configuration is des

APA, Harvard, Vancouver, ISO, and other styles

16

Zulkhibri, N. S., and M. I. Adiyanto. "Cost Assessment for 12-Story Medium-Rise Reinforced Concrete Residential Building Models in Sabah, Considering Seismic Design." IOP Conference Series: Earth and Environmental Science 1509, no. 1 (2025): 012014. https://doi.org/10.1088/1755-1315/1509/1/012014.

Full text

Abstract:

Abstract On June 5th, 2015, the Ranau region experienced a notable seismic event with a magnitude, M w 6.1. Hence, seismic designs shall be implemented to mitigate damage to structures, particularly in Sabah. The seismic designs increased the required steel reinforcement, which elevated the cost estimations of the building models. Therefore, this research investigated the impact of seismic designs on cost estimation at varying values of the reference peak ground acceleration (PGA), α gR. Phase 1 encompassed analysing and designing a non-seismic model of an irregularly 12-story reinforced concr

APA, Harvard, Vancouver, ISO, and other styles

17

Bulajic, Borko, Miodrag Manic, and Djordje Ladjinovic. "Towards preparation of design spectra for Serbian national annex to Eurocode 8: Part II. Usage of the UHS approach instead of normalized spectral shapes scaled by a single PSHA parameter." Facta universitatis - series: Architecture and Civil Engineering 10, no. 3 (2012): 259–74. http://dx.doi.org/10.2298/fuace1203259b.

Full text

Abstract:

Eurocode 8 spectra are scaled by the peak ground acceleration values that are defined for the given site through a probabilistic seismic hazard analyses (PSHA). However, spectra that are created by combining the empirical shapes with the single PSHA-defined scaling factor will not represent the so-called Uniform Hazard Spectra (UHS). Moreover, the very shape (Type 1 or Type 2) of the Eurocode 8 elastic spectrum is selected with respect to the magnitude of the earthquakes ?that will contribute most to the seismic hazard defined for the purpose of probabilistic hazard assessment??. Such definiti

APA, Harvard, Vancouver, ISO, and other styles

18

Ren, Jiaqi, and Mohammadreza Vafaei. "Study on the Influence of Earthquakes with Different Frequency Content on the Peak Liquid Sloshing Wave Height of Liquid Storage Tank." Advances in Engineering Technology Research 4, no. 1 (2023): 184. http://dx.doi.org/10.56028/aetr.4.1.184.2023.

Full text

Abstract:

Liquid storage tank is an irreplaceable and extremely important vessel structure used to store liquid medium. In earthquake disaster, the liquid storage tank will not only be seriously damaged directly, but also cause serious secondary disasters, such as fire, explosion, poisoning, nuclear radiation, etc. The peak liquid sloshing wave height is an important reference index to judge whether the seismic design of the liquid storage tank is reasonable or not. The ratio of peak ground acceleration to peak ground velocity of the earthquake records (shown by A/V ratio) can well represent the charact

APA, Harvard, Vancouver, ISO, and other styles

19

BORU, Elif. "TARGET DISPLACEMENT CALCULATION ACCORDING TO TBEC 2019 AND EUROCODE 8." INTERNATIONAL REFEREED JOURNAL OF ENGINEERING AND SCIENCES, no. 20 (2023): 20–38. http://dx.doi.org/10.17366/uhmfd.2023.20.2.

Full text

Abstract:

Aim: After the earthquakes with high loss of life and property in our country and in the world, engineers have come to a consensus that the design method, in which the criteria are defined by displacement and deformation limits, should be used in building design. A lot of research has been done on this method, which provides performance-based design and evaluation for existing structures. The amount of displacement demanded from the building by the earthquake, which is expressed as target displacement in the Turkish Building Earthquake Code (TBEC 2019), is directly effective in determining the

APA, Harvard, Vancouver, ISO, and other styles

20

CHANDLER, A. M., J. C. CORRENZA, and G. L. HUTCHINSON. "ULTIMATE LIMIT STATE SEISMIC TORSIONAL PROVISIONS IN EUROCODE 8." Proceedings of the Institution of Civil Engineers - Structures and Buildings 110, no. 1 (1995): 86–97. http://dx.doi.org/10.1680/istbu.1995.27307.

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

SEVERN, R. T. "EUROPEAN EXPERIMENTAL RESEARCH IN EARTHQUAKE ENGINEERING FOR EUROCODE 8." Proceedings of the Institution of Civil Engineers - Structures and Buildings 134, no. 3 (1999): 205–17. http://dx.doi.org/10.1680/istbu.1999.31564.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Sedlacek, G. "The design of steel structures according to Eurocode 8." Journal of Constructional Steel Research 29, no. 1-3 (1994): 209–19. http://dx.doi.org/10.1016/0143-974x(94)90063-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

23

Nabilah, Abu Bakar, Chan Ghee Koh, Nor Azizi Safiee, and Nik Norsyahariati Nik Daud. "Effect of Flexible Soil in Seismic Hazard Assessment for Structural Design in Kuala Lumpur." International Journal of Geotechnical Earthquake Engineering 10, no. 1 (2019): 30–42. http://dx.doi.org/10.4018/ijgee.2019010103.

Full text

Abstract:

Kuala Lumpur, Malaysia, is considered to be safe against an earthquake threat. However, tremors felt by occupants due to long distance earthquakes from Sumatra has raised concern on building safety in this region. Consequently, Malaysia will adopt the Eurocode 8 for seismic design. The suitability of this code must be studied especially on the threat from far field earthquakes. Thus, site specific hazard assessment has been conducted on seven flexible soil sites in Kuala Lumpur, based on modified time history. The peak ground acceleration (PGA) falls in the category of very low seismicity, how

APA, Harvard, Vancouver, ISO, and other styles

24

Barbagallo, Francesca, Melina Bosco, Marco Caragliano, Edoardo M. Marino, and Pier Paolo Rossi. "An Alternative Approach for the Design of Chevron-Braced Frames." Applied Sciences 11, no. 22 (2021): 11014. http://dx.doi.org/10.3390/app112211014.

Full text

Abstract:

The design of steel chevron-braced frames as per Eurocode 8 is based on the idea that only the braces should buckle and yield during ground motions, while other members should remain elastic. The elastic design of the braced frames is also allowed. However, in both cases, the seismic performance of the frame may be compromised because of premature yielding/buckling of columns. This paper proposes an alternative design procedure that promotes yielding of beams in addition to yielding of braces. This mitigates the vertical unbalanced force transmitted by compressive and tensile braces to the bea

APA, Harvard, Vancouver, ISO, and other styles

25

Balaz, Ivan, Michal Kovac, Tomáš Živner, and Yvona Kolekova. "Resistances of I-Section to Internal Forces Interactions." Key Engineering Materials 710 (September 2016): 309–14. http://dx.doi.org/10.4028/www.scientific.net/kem.710.309.

Full text

Abstract:

Comparison of the formulae taken from 5 Eurocode parts EN 1993-1-1 [1], EN 1993-1-3 [2], EN 1993-1-5 [3], EN 1999-1-1 [4] and EN 1999-1-4 [5] valid for calculation of resistance of I-section under bending moment – shear force interaction. An attempt to create basis for harmonization of different rules used in EN 1993 Design of steel structures and EN 1999 Design of aluminium structures. The rules concerning verification of metal I-section resistance under bending moment – shear force interaction could be simplified and harmonized in the above five parts of metal Eurocodes. Eurocodes interactio

APA, Harvard, Vancouver, ISO, and other styles

26

Ben, Qingguo, and Xiaoning Zhu. "Comparison of Highway Bridge Seismic Design in Europe and China through a Case Study." Shock and Vibration 2022 (March 27, 2022): 1–11. http://dx.doi.org/10.1155/2022/8509752.

Full text

Abstract:

With accumulated experiences of bridge damage learned from past earthquake events, the highway bridge seismic design approach is evolving from time to time. It is important for both China and Europe to learn from each other to improve seismic design approaches. A thorough comparison relating to the seismic hazard level, response spectra, and ductility considerations between Eurocode 8 and the Chinese specification is made in this study. Both of these two specifications are based on performance-based design philosophy. However, the Chinese specification is based more on deformation capacity tha

APA, Harvard, Vancouver, ISO, and other styles

27

Akkermann, Jan. "Erdbebensicherheit von Stahlbeton‐Bestandstragwerken im Kontext der Eurocode‐8‐Anwendung." Bautechnik 98, no. 4 (2021): 263–76. http://dx.doi.org/10.1002/bate.202100008.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

MOGHADAM, A. S., and W. K. TSO. "EXTENSION OF EUROCODE 8 TORSIONAL PROVISIONS TO MULTI-STOREY BUILDINGS." Journal of Earthquake Engineering 4, no. 1 (2000): 25–41. http://dx.doi.org/10.1080/13632460009350361.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Hayhurst, C. J., and J. R. Maguire. "Draft eurocode 8—sample seismic force calculations for discussion purposes." Earthquake Engineering & Structural Dynamics 16, no. 5 (1988): 775–79. http://dx.doi.org/10.1002/eqe.4290160511.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Kulbayev, Begman, Vladimir Lapin, Alexandr Shakhnovich, et al. "Strength and Deformability of Structural Steel for Use in Construction." Civil Engineering Journal 10, no. 3 (2024): 796–807. http://dx.doi.org/10.28991/cej-2024-010-03-09.

Full text

Abstract:

The purpose of the study is an experimental determination of the stress-related characteristics of the structural steel produced in the Republic of Kazakhstan for use in conventional and earthquake-resistive construction. Since 2015, the construction industry has been using European regulatory documents—Eurocodes—as a statutory framework. In particular, the Eurocode 1993 for steel structures and the Eurocode 1998 for the design of earthquake-resistant structures However, the study of stress-related properties of structural steel using experimental methods of ISO standards has not been performe

APA, Harvard, Vancouver, ISO, and other styles

31

Mrdak, Ivan, Marina Rakočević, and Đorđe Lađinović. "Assessment of torsional irregularity provisions for buildings in accordance with Eurocode 8." Journal of Applied Engineering Science 22, no. 2 (2024): 310–15. http://dx.doi.org/10.5937/jaes0-50820.

Full text

Abstract:

Irregular structures present a particular design challenge for structural engineers, especially if they are located in seismically active areas. It has been observed that in earthquake-affected areas, structures with a configuration classified as torsionally irregular are more prone to damage than regular structures. Modern seismic provisions have introduced criteria for determining if the structure is torsionally sensitive and guidelines for designing them. Eurocode 8 introduces analytical criterion for checking torsional irregularity with the measures such as torsional ratio and the radius o

APA, Harvard, Vancouver, ISO, and other styles

32

Cvetković, Radovan, Predrag Blagojević, and Svetlana Brzev. "Seismic Design of a Typical Mid-Rise Residential Building in Serbia Using Confined Masonry and Reinforced Concrete Frame Systems." Buildings 14, no. 2 (2024): 368. http://dx.doi.org/10.3390/buildings14020368.

Full text

Abstract:

Masonry has been widely used for the construction of residential buildings in Serbia and the majority of European countries. Confined masonry (CM) is a contemporary masonry technology that consists of load-bearing masonry walls enclosed in lightly reinforced horizontal and vertical reinforced concrete (RC) confining elements. CM has been widely used for the construction of low-rise and mid-rise residential buildings in Serbia and the region (Yugoslavia) since the 1960s. The design case study of a typical multi-family residential building located in Niš, Serbia (the third-largest urban center i

APA, Harvard, Vancouver, ISO, and other styles

33

Hu, Fangxin, and Zhan Wang. "Seismic behaviour of high‐strength steel bolted extended end‐plate connections." ce/papers 6, no. 3-4 (2023): 639–44. http://dx.doi.org/10.1002/cepa.2735.

Full text

Abstract:

AbstractCyclic loading tests on 690MPa high‐strength steel bolted extended end‐plate connections were conducted to quantify their plastic resistance and plastic rotational capacity under seismic loading conditions. It was found that current formulae in Eurocode 3 Part 1‐8 still arrived at good predictions on plastic resistance of those connections. It was demonstrated that given the bolt grade and diameter, the end plate with an intermediate thickness led to the largest plastic rotation. Such an intermediate, or optimal, end‐plate thickness indicates that the upper limit of the end‐plate thick

APA, Harvard, Vancouver, ISO, and other styles

34

Sivý, Martin, and Miloš Musil. "Seismic Resistance of Storage Tanks Containing Liquid in Accordance with Principles of Eurocode 8 Standard." Strojnícky casopis – Journal of Mechanical Engineering 66, no. 2 (2016): 79–88. http://dx.doi.org/10.1515/scjme-2016-0021.

Full text

Abstract:

Abstract Large capacity tanks storing various liquids are important components in distribution and transmission systems. During operation tanks can be subjected to different types of loading. Therefore, maximum attention must be paid to the tank design to capture all possible causes and forms of failures. The article deals with the procedure for seismic resistance of liquid storage tanks which are in accordance with the principles of Eurocode 8 standard. The seismic analysis is performed on flexible (steel) circular vertical ground-supported model of tank containing liquid (water). The main ai

APA, Harvard, Vancouver, ISO, and other styles

35

Šapalas, Vaidotas, and Gintas Šaučiuvėnas. "THE STABILITY OF BUILT-UP AXIAL LOADED COLUMN IN LIGHT OF STR AND EC3." Engineering Structures and Technologies 3, no. 4 (2011): 150–56. http://dx.doi.org/10.3846/skt.2011.17.

Full text

Abstract:

Straipsnyje pateikta plieninių spragotinio skerspjūvio kolonų laikomųjų galių, apskaičiuotų vadovaujantis Lietuvoje galiojančių plieninių konstrukcijų projektavimo normų STR 2.05.08:2005 ir Eurokodo 3 nuostatomis, lyginamoji analizė. Skaičiavimai buvo atliekami vienodomis pradinėmis sąlygomis, tik naudoti skirtingi skaičiavimo metodai. Kai kuriais atvejais gautieji rezultatai yra labai prieštaringi ir reikalingi išsamesnės analizės ar eksperimentinių tyrimų. The paper presents the analysis of built-up laced axially loaded steel columns in light of Eurocode 3 and Lithuanian design code STR 2.05

APA, Harvard, Vancouver, ISO, and other styles

36

Bahaz, Abdesselam, Attia Bachiri, and Salah Amara. "Finite element analysis of the behaviour of double-row bolted fin-plate connections." STUDIES IN ENGINEERING AND EXACT SCIENCES 5, no. 2 (2024): e11664. https://doi.org/10.54021/seesv5n2-660.

Full text

Abstract:

Fin-plate connections are among the most prevalent shear connections in the United States and Australia due to their simplicity in manufacturing and erection. Eurocode 3 Part 1-8 (Eurocode 3, 2005) classifies fin-plates as connection components that can transmit significant moments despite being classified as pinned connections. This study aims to investigate fin-plate connections with double rows of bolts and their effect on joint behaviour and strength, including the effect of plate thickness on the Torsional Moment-Angle of Twist and Moment-Rotation relationship. The results were analysed t

APA, Harvard, Vancouver, ISO, and other styles

37

Wang, Yu Dong, Elide Nastri, Lucia Tirca, Rosario Montuori, and Vincenzo Piluso. "Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions." Key Engineering Materials 763 (February 2018): 1155–63. http://dx.doi.org/10.4028/www.scientific.net/kem.763.1155.

Full text

Abstract:

In this study, both Canadian and European code provisions for steel concentrically braced frames (CBF) are discussed and issues addressing ductility classes for brace cross-sections, q factor value and brace configurations as covered in Eurocode 8 are presented. From comparison with the Canadian provisions it is concluded that beams and columns of CBFs designed according to Eurocode 8 could be under-design when braces perform in the inelastic range. A prototype 8-storey CBF building with multi-storey X-braces is designed and analysed in agreement with both code provisions. The nonlinear seismi

APA, Harvard, Vancouver, ISO, and other styles

38

Blagojević, Predrag, Svetlana Brzev, and Radovan Cvetković. "Simplified Seismic Assessment of Unreinforced Masonry Residential Buildings in the Balkans: The Case of Serbia." Buildings 11, no. 9 (2021): 392. http://dx.doi.org/10.3390/buildings11090392.

Full text

Abstract:

The paper presents a study on the existing low-rise unreinforced masonry (URM) buildings constructed in the period from 1945 to 1980 in Serbia and neighbouring countries in the Balkans. Buildings of this typology experienced damage in a few earthquakes in the region, including the 2010 Kraljevo, Serbia earthquake and the 2020 Petrinja, Croatia earthquake. The focus of the study is a seismic design approach for Simple masonry buildings according to Eurocode 8, Part 1, which is based on the minimum requirements for the total wall area relative to the floor plan area, which is referred to as Wall

APA, Harvard, Vancouver, ISO, and other styles

39

Lestuzzi, Pierino, and Lorenzo Diana. "Accuracy Assessment of Nonlinear Seismic Displacement Demand Predicted by Simplified Methods for the Plateau Range of Design Response Spectra." Advances in Civil Engineering 2019 (September 19, 2019): 1–16. http://dx.doi.org/10.1155/2019/1396019.

Full text

Abstract:

The nonlinear seismic displacement demand prediction for low-period structures, i.e., with an initial fundamental period situated in the plateau of design response spectra, is studied. In Eurocode 8, the computation of seismic displacement demands is essentially based on a simplified method called the N2 method. Alternative approaches using linear computation with increased damping ratio are common in other parts of the world. The accuracy of three methods for seismic displacement demand prediction is carefully examined for the plateau range of Type-1 soil class response spectra of Eurocode 8.

APA, Harvard, Vancouver, ISO, and other styles

40

Macedo, L., and J. M. Castro. "Collapse performance assessment of steel moment frames designed to Eurocode 8." Engineering Failure Analysis 126 (August 2021): 105445. http://dx.doi.org/10.1016/j.engfailanal.2021.105445.

Full text

APA, Harvard, Vancouver, ISO, and other styles

41

Bonev, Zdravko, and Stanislav Dospevski. "Eurocode 8: Use of advantageous formulations for improved and safe design." Gradjevinski materijali i konstrukcije 57, no. 3 (2014): 3–20. http://dx.doi.org/10.5937/grmk1403003b.

Full text

APA, Harvard, Vancouver, ISO, and other styles

42

Iervolino, Iunio, Giuseppe Maddaloni, and Edoardo Cosenza. "Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures." Journal of Earthquake Engineering 12, no. 1 (2008): 54–90. http://dx.doi.org/10.1080/13632460701457173.

Full text

APA, Harvard, Vancouver, ISO, and other styles

43

Frangu, Idlir, and Huseyin Bilgin. "Comparative assessment of seismic analysis procedures: Eurocode 8 vs KTPN2‐89." Research & Design 1, no. 1 (2024): 23–32. https://doi.org/10.17515/rede2024-002bu1104rs.

Full text

Abstract:

This paper evaluates seismic design considerations for a typical reinforced concrete (RC) building in Albania, comparing the provisions of Eurocode 8 (EC8) and the Albanian seismic code, KTP.N2-89. The primary focus is on the design spectra, analyzing differences in site coefficients, spectral shapes, and the inclusion of near- and far-field seismic concepts in EC8. The study applies both codes to various soil types, calculating base shear demands and highlighting key discrepancies. EC8 introduces detailed soil classification using shear wave velocity (VS-30) and site factors, offering a more

APA, Harvard, Vancouver, ISO, and other styles

44

Causse, Mathieu, Aurore Laurendeau, Matthieu Perrault, John Douglas, Luis Fabian Bonilla, and Philippe Guéguen. "Eurocode 8-compatible synthetic time-series as input to dynamic analysis." Bulletin of Earthquake Engineering 12, no. 2 (2013): 755–68. http://dx.doi.org/10.1007/s10518-013-9544-2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

45

Bommer, Julian J., and Rui Pinho. "Adapting earthquake actions in Eurocode 8 for performance-based seismic design." Earthquake Engineering & Structural Dynamics 35, no. 1 (2005): 39–55. http://dx.doi.org/10.1002/eqe.530.

Full text

APA, Harvard, Vancouver, ISO, and other styles

46

Günaydın, Egemen, and Cem Topkaya. "Fundamental periods of steel concentrically braced frames designed to Eurocode 8." Earthquake Engineering & Structural Dynamics 42, no. 10 (2013): 1415–33. http://dx.doi.org/10.1002/eqe.2279.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Eibl, J., and E. Keintzel. "Vergleichsberechnungen zur Erdbebenauslegung von Massivbauten nach DIN 4149 und Eurocode 8." Beton- und Stahlbetonbau 89, no. 1 (1994): 9–16. http://dx.doi.org/10.1002/best.199400030.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Eibl, J., and E. Keintzel. "Vergleich der Erdbebenauslegung von Stahlbetonbauten nach DIN 4149 und Eurocode 8." Beton- und Stahlbetonbau 90, no. 9 (1995): 217–22. http://dx.doi.org/10.1002/best.199500360.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Eibl, J., and E. Keintzel. "Zähigkeit und Beanspruchbarkeit von Stahlbetonbauteilen mit abgeplatzter Betondeckung nach Eurocode 8." Beton- und Stahlbetonbau 90, no. 10 (1995): 245–51. http://dx.doi.org/10.1002/best.199500400.

Full text

APA, Harvard, Vancouver, ISO, and other styles

50

Silva, A., L. Macedo, R. Monteiro, and J. M. Castro. "Earthquake-induced loss assessment of steel buildings designed to Eurocode 8." Engineering Structures 208 (April 2020): 110244. http://dx.doi.org/10.1016/j.engstruct.2020.110244.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!