Works matching DE "EUROCODES (Standards)"
Results: 139
International Cooperation is the Goal.
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- Concrete International, 2015, v. 37, n. 11, p. 7
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Non-dimensional analysis for rock slope plane failure in seismic (pseudostatic) conditions.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 3, p. 1955, doi. 10.1007/s10064-017-1215-0
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Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards.
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- CivilEng, 2023, v. 4, n. 1, p. 68, doi. 10.3390/civileng4010006
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Buckling Analysis of Cold Formed Silo Column.
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- Mechanics & Mechanical Engineering, 2016, v. 20, n. 2, p. 109
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Theoretical Calculation of Wind Response of Tall Structure with TMD and Comparison with Eurocode EN 1991-1-4 Procedure 2.
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- TEM Journal, 2015, v. 4, n. 2, p. 172, doi. 10.18421/tem42-08
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Mit Aufbeton verstärkte Durchstanzplatte.
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- Beton- Und Stahlbetonbau, 2014, v. 109, n. 6, p. 394, doi. 10.1002/best.201400003
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Comparison of the Compressive and Tensile Strength Values of Rocks Obtained on the Basis of Various Standards and Recommendations.
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- Symmetry (20738994), 2021, v. 13, n. 7, p. 1163, doi. 10.3390/sym13071163
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Proposals for working out the Russian segment of Global Framework for Climate Services (GFCS).
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- Russian Meteorology & Hydrology, 2014, v. 39, n. 2, p. 69, doi. 10.3103/S1068373914020010
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Dimensioning of welded structures made of strain-hardened aluminium alloys.
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- Welding International, 2012, v. 26, n. 5, p. 325, doi. 10.1080/09507116.2011.581338
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Comparative analysis of strong motion (SM) records from the July 2017 Ohrid seismic sequence.
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- Journal of Seismology, 2018, v. 22, n. 6, p. 1451, doi. 10.1007/s10950-018-9777-2
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Hydraulic Heave Failure in EC7: Suggestions for Verification.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 3, p. 739, doi. 10.1007/s10706-014-9834-8
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- Article
Natural Variability of Shear Strength in a Granite Residual Soil from Porto.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 4, p. 911, doi. 10.1007/s10706-014-9768-1
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In Situ Block Size Distribution Aimed at the Choice of the Design Block for Rockfall Barriers Design: A Case Study along Gardesana Road.
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- Geosciences (2076-3263), 2020, v. 10, n. 6, p. 223, doi. 10.3390/geosciences10060223
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Geotechnical safety management in tunnelling - an efficient way to prevent failure / Geotechnisches Sicherheitsmanagement im Tunnelbau - ein effizienter Weg zur Schadensvermeidung.
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- Geomechanik und Tunnelbau, 2011, v. 4, n. 5, p. 472, doi. 10.1002/geot.201100029
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High-Temperature Properties of Concrete for Fire Resistance Modeling of Structures.
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- ACI Materials Journal, 2009, v. 106, n. 4, p. 390
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Database Evaluation of Interface Shear Transfer in Reinforced Concrete Members.
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- ACI Structural Journal, 2017, v. 114, n. 2, p. 383, doi. 10.14359/51689249
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Performance of Reinforced Concrete Columns Designed for Flexure under Severe Displacement Cycles.
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- ACI Structural Journal, 2010, v. 107, n. 3, p. 364, doi. 10.14359/51663702
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PREDICTION OF SHEAR RESISTANCE FACTOR IN FLAT SLABS DESIGN USING CRITICAL PERIMETER OF SUPPORTING COLUMNS.
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- Nigerian Journal of Technology, 2017, v. 36, n. 1, p. 1, doi. 10.4314/njt.v36i1.1
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Inelastic Seismic Response of RC Setback Frames Designed as per EC 8 and IS 456 Provisions.
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- IUP Journal of Structural Engineering, 2014, v. 7, n. 3, p. 7
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SIMULATION OF THE ATMOSPHERIC BOUNDARY LAYER FOR MODEL TESTING IN A SHORT WIND TUNNEL.
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- Experimental Techniques, 2008, v. 32, n. 4, p. 36, doi. 10.1111/j.1747-1567.2007.00293.x
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Bearing properties of Shorea obtusa beneath a laterally loaded bolt.
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- Journal of Wood Science, 2007, v. 53, n. 3, p. 204, doi. 10.1007/s10086-006-0842-z
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Contribution to sustainable seismic design of reinforced concrete members through embodied CO<sub>2</sub> emissions optimization.
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- Structural Concrete, 2018, v. 19, n. 2, p. 454, doi. 10.1002/suco.201700064
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Dynamic response assessment in compliance with the Eurocodes for the elevated viaducts of the Doha Metro Green Line.
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- Structural Concrete, 2017, v. 18, n. 3, p. 397, doi. 10.1002/suco.201600072
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Investigations on the punching shear behaviour of eccentrically loaded footings.
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- Structural Concrete, 2016, v. 17, n. 6, p. 1047, doi. 10.1002/suco.201500127
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Numerical analysis of a bridge pier subjected to truck impact.
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- Structural Concrete, 2016, v. 17, n. 6, p. 936, doi. 10.1002/suco.201500184
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Economic and human safety reliability levels for existing structures.
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- Structural Concrete, 2015, v. 16, n. 3, p. 323, doi. 10.1002/suco.201500022
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Shear strength of deep beams: a mathematical model and design formula.
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- Structural Concrete, 2015, v. 16, n. 2, p. 184, doi. 10.1002/suco.201400045
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fib-news: Structural Concrete 1/2015.
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- Structural Concrete, 2015, v. 16, n. 1, p. 149, doi. 10.1002/suco.201590001
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- Article
On the use of European and American building codes with low-strength mortars.
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- Structural Concrete, 2015, v. 16, n. 1, p. 36, doi. 10.1002/suco.201400020
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Extension of tabulated design parameters for rectangular columns exposed to fire taking into account second-order effects and various fire models.
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- Structural Concrete, 2015, v. 16, n. 1, p. 17, doi. 10.1002/suco.201400002
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Fire resistance performance of steel composite hollow RC column with inner tube under ISO 834 standard fire.
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- Structural Concrete, 2014, v. 15, n. 4, p. 543, doi. 10.1002/suco.201300067
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Evaluation of models for estimating concrete strains due to drying shrinkage.
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- Structural Concrete, 2014, v. 15, n. 4, p. 461, doi. 10.1002/suco.201300082
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Punching shear design of footings: critical review of different code provisions.
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- Structural Concrete, 2014, v. 15, n. 4, p. 497, doi. 10.1002/suco.201300092
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Experimental investigations on the punching behaviour of reinforced concrete footings with structural dimensions.
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- Structural Concrete, 2014, v. 15, n. 3, p. 331, doi. 10.1002/suco.201300083
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Towards a reliability-based post-fire assessment method for concrete slabs incorporating information from inspection.
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- Structural Concrete, 2014, v. 15, n. 3, p. 395, doi. 10.1002/suco.201300084
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Dynamic response of concrete footbridges.
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- Structural Concrete, 2012, v. 13, n. 2, p. 109, doi. 10.1002/suco.201200001
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Determining the in situ concrete strength of existing structures for assessing their structural safety.
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- Structural Concrete, 2012, v. 13, n. 1, p. 27, doi. 10.1002/suco.201100031
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Shear strength in the new Eurocode 2. A step forward?
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- Structural Concrete, 2007, v. 8, n. 2, p. 57, doi. 10.1680/stco.2007.8.2.57
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A web-based training approach for the structural steel design.
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- Computer Applications in Engineering Education, 2013, v. 21, n. 3, p. 448, doi. 10.1002/cae.20490
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- Article
THE MODERNISATION OF STEEL CONSTRUCTION BEAM GANTRY FOR THE WORK OF TRANSPORT SUSPENDED - USING THE EXAMPLE OF TRACK LENGTH EXPANSION BY A SHORT BRACKET.
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- Technical Transactions / Czasopismo Techniczne, 2016, v. 2-B, p. 3, doi. 10.4467/2353737XCT.16.154.5765
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A Framework for Structural Systems Based on the Principles of Statistical Mechanics.
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- Advances in Mechanical Engineering (Sage Publications Inc.), 2014, p. 1, doi. 10.1155/2014/501802
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- Article
Fatigue assessment of welded joints by means of the Strain Energy Density method: Numerical predictions and comparison with Eurocode 3.
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- Fracture & Structural Integrity, 2019, n. 47, p. 104, doi. 10.3221/IGF-ESIS.47.09
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- Article
Resistenza a fatica di strutture in leghe di alluminio: normative a confronto e verifica sperimentale.
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- Fracture & Structural Integrity, 2009, v. 3, p. 33, doi. 10.3221/IGF-ESIS.09.04
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- Article
AN EXAMPLE OF THE PROTECTION OF A DEEP EXCAVATION IN AN URBAN ENVIRONMENT.
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- Environmental Engineering / Inženjerstvo Okoliša, 2022, v. 9, n. 1/2, p. 83, doi. 10.37023/ee.9.1-2.9
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- Article
Seismic Behavior of a Class of Mixed Reinforced Concrete-Steel Buildings Subjected to Near-Fault Motions.
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- Infrastructures, 2021, v. 6, n. 12, p. 172, doi. 10.3390/infrastructures6120172
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IMPLICATION OF CLIMATE CHANGES ON DESIGN OF STRUCTURES.
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- Acta Polytechnica CTU Proceedings, 2022, v. 38, p. 450, doi. 10.14311/APP.2022.38.0450
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THE ROLE OF MULTI-FIDELITY MODELLING IN ADAPTATION AND RECOVERY OF ENGINEERING SYSTEMS.
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- Acta Polytechnica CTU Proceedings, 2022, v. 36, p. 224, doi. 10.14311/APP.2022.36.0224
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A STUDY ON THE EFFECTS OF HIDDEN SAFETY WHEN ASSESSING EXISTING STRUCTURES.
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- Acta Polytechnica CTU Proceedings, 2022, v. 36, p. 216, doi. 10.14311/APP.2022.36.0216
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PROBABILISTIC MODELS FOR RESISTANCE VARIABLES IN fib MODEL CODE 2020 FOR DESIGN AND ASSESSMENT.
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- Acta Polytechnica CTU Proceedings, 2022, v. 36, p. 206, doi. 10.14311/APP.2022.36.0206
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FULL PROBABILISTIC DESIGN OF A SUBMERGED FLOATING TUNNEL AND FORMAT FOR PARTIAL SAFETY FACTORS.
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- Acta Polytechnica CTU Proceedings, 2022, v. 36, p. 198, doi. 10.14311/APP.2022.36.0198
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