Works matching DE "EUROCODES (Standards)"
Results: 168
A STUDY ON THE NON-SYNCHRONOUS CHARACTER OF THE SEISMIC MOTION IN THE CASE OF THE CENTRAL EXHIBITION PAVILION ROMEXPO USING EXPERIMENTAL DATA.
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- Mathematical Modeling in Civil Engineering, 2012, n. 4, p. 139
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- Article
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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Extending the lifetime of steel truss bridges by cost-efficient strengthening interventions.
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- Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance, 2018, v. 14, n. 12, p. 1611, doi. 10.1080/15732479.2018.1465103
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Reliability of prestressed concrete structures considering creep models.
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- Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance, 2014, v. 10, n. 12, p. 1595, doi. 10.1080/15732479.2013.835831
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Seismic Fragility Curves for Steel and Reinforced Concrete Frames Based on Near-Field and Far-Field Ground Motion Records.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2015, v. 40, n. 8, p. 2301, doi. 10.1007/s13369-015-1758-y
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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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- Article
Reliability of shallow foundations designed to Eurocode 7.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2010, v. 4, n. 4, p. 186, doi. 10.1080/17499511003646484
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Eurocode 7 Geotechnical design. Part 1: General rules and its latest developments.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2010, v. 4, n. 1, p. 32, doi. 10.1080/17499510902788843
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Determination of geotechnical characteristic values of marine clay.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2010, v. 4, n. 1, p. 51, doi. 10.1080/17499510902896612
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- Article
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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An adjusted partial factor method for temporary structures compatible with the Eurocode framework.
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- Civil Engineering & Environmental Systems, 2013, v. 30, n. 2, p. 97, doi. 10.1080/10286608.2012.733375
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- Article
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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- Article
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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International Cooperation is the Goal.
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- Concrete International, 2015, v. 37, n. 11, p. 7
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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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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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Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models.
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- Buildings (2075-5309), 2017, v. 7, n. 4, p. 116, doi. 10.3390/buildings7040116
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- Article
Finite element investigation on the behaviour of structural steel beams subjected to standard & parametric fire.
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- Nature & Technology / Nature & Technologie, 2015, v. A-C, n. 13, p. 28
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- Article
Review of European design provisions for buckling of aluminium members with longitudinal welds – part 2.
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- Steel Construction: Design & Research, 2022, v. 15, n. 1, p. 33, doi. 10.1002/stco.202100020
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Cover Picture: Steel Construction 4/2021.
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- Steel Construction: Design & Research, 2021, v. 14, n. 4, p. 1, doi. 10.1002/stco.202170401
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- Article
Review of European design provisions for buckling of aluminium members with longitudinal welds – part 1.
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- Steel Construction: Design & Research, 2021, v. 14, n. 4, p. 258, doi. 10.1002/stco.202000017
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Duktilitäts- und Zähigkeitsanforderungen für hochfeste Stähle bei festigkeitsgesteuertem Versagen.
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- Stahlbau, 2015, v. 84, n. 9, p. 682, doi. 10.1002/stab.201510308
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- Article
Stand der europäischen und deutschen geotechnischen Normen.
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- Geotechnik, 2012, v. 35, n. 1, p. 45, doi. 10.1002/gete.201200001
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- Article
Modified capacity design rule for columns in tall steel MRFs with linear viscous dampers within the framework of Eurocode 8.
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- Bulletin of Earthquake Engineering, 2018, v. 16, n. 2, p. 917, doi. 10.1007/s10518-017-0230-7
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Secondary frame action in concentrically braced frames designed for moderate seismicity: a full scale experimental study.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 5, p. 2101, doi. 10.1007/s10518-016-0054-x
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Do mixed pier-to-deck connections alleviate irregularity of seismic response of bridges with unequal height piers?
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 1, p. 97, doi. 10.1007/s10518-016-9958-8
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Seismic assessment of a real RC asymmetric hospital building according to NTC 2008 analysis methods.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2973, doi. 10.1007/s10518-015-9758-6
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Cyclic testing of single bay confined masonry walls with various connection details.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 2, p. 565, doi. 10.1007/s10518-014-9627-8
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Eurocode 8-compatible synthetic time-series as input to dynamic analysis.
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- Bulletin of Earthquake Engineering, 2014, v. 12, n. 2, p. 755, doi. 10.1007/s10518-013-9544-2
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Drift-sensitive non-structural damage to masonry-infilled reinforced concrete frames designed to Eurocode 8.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 6, p. 2151, doi. 10.1007/s10518-013-9503-y
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EUROCODE 8-Part 2, Bridges: time history presentation of seismic action for base isolated bridges.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 6, p. 2387, doi. 10.1007/s10518-013-9514-8
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An experimental and numerical investigation into the seismic performance of a multi-storey concentrically braced plan irregular structure.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 6, p. 2363, doi. 10.1007/s10518-013-9470-3
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Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 5, p. 1797, doi. 10.1007/s10518-013-9437-4
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Reliability of short seismic links in shear.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 4, p. 1083, doi. 10.1007/s10518-012-9419-y
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Effect of the variability in plan of concrete mechanical properties on the seismic response of existing RC framed structures.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 4, p. 1049, doi. 10.1007/s10518-012-9412-5
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Seismic fragility of RC framed and wall-frame buildings designed to the EN-Eurocodes.
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- Bulletin of Earthquake Engineering, 2012, v. 10, n. 6, p. 1767, doi. 10.1007/s10518-012-9379-2
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- Article
Design spectra and amplification factors for Eurocode 8.
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- Bulletin of Earthquake Engineering, 2012, v. 10, n. 5, p. 1377, doi. 10.1007/s10518-012-9367-6
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Validation of Indian standard code provisions for fire resistance of flexural elements.
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- Songklanakarin Journal of Science & Technology, 2015, v. 37, n. 2, p. 183
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- Article
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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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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- Article
ASSESSMENT OF THE SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAME STRUCTURES USING NONLINEAR STATIC PUSHOVER ANALYSIS.
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- Journal of Applied Sciences - SUT (JAS-SUT), 2022, v. 8, n. 15/16, p. 70
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- Article
Momententragfähigkeit schlanker Biegeträger - Einfluss des flanschinduzierten Stegblechbeulens.
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- Stahlbau, 2014, v. 83, n. 1, p. 26, doi. 10.1002/stab.201410129
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Heritage Masonry Buildings in Urban Settlements and the Requirements of Eurocodes: Experience of Slovenia.
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- International Journal of Architectural Heritage: Conservation, Analysis & Restoration, 2007, v. 1, n. 1, p. 108, doi. 10.1080/15583050601126186
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- Article
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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- Article
Non-linear ultimate strength and stability limit state analysis of a wind turbine blade.
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- Wind Energy, 2016, v. 19, n. 5, p. 825, doi. 10.1002/we.1868
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- Article
Wind tunnel test on mean wind forces and peak pressures acting on wind turbine nacelles.
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- Wind Energy, 2014, v. 17, n. 1, p. 1, doi. 10.1002/we.1551
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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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Strengthening Techniques for Greenhouses.
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- AgriEngineering, 2020, v. 2, n. 1, p. 37, doi. 10.3390/agriengineering2010003
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- Article
A NEW CONCEPT AND ALGORITHM TO TRANSFER BRITTLE AND ARBITRARY LOAD-SLIP CURVES INTO AN EFFECTIVE SHEAR RESISTANCE SUITABLE FOR EUROCODE 4.
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- Journal of Theoretical & Applied Mechanics (14292955), 2022, v. 60, n. 4, p. 705, doi. 10.15632/jtam-pl/156164
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