Works matching IS 25097075 AND DT 2017 AND VI 1 AND IP 4
Results: 64
Retraction: 01.01: Placement of nut determining failure mode of bolt and nut assemblies.
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- CE/Papers, 2017, v. 1, n. 4, p. 498, doi. 10.1002/cepa.624
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Issue Information.
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- CE/Papers, 2017, v. 1, n. 4, p. I, doi. 10.1002/cepa.623
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Normenarbeit – Lust oder Frust?
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- CE/Papers, 2017, v. 1, n. 4, p. 492, doi. 10.1002/cepa.622
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Code requirements to structures documented by non‐linear FE‐methods.
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- CE/Papers, 2017, v. 1, n. 4, p. 455, doi. 10.1002/cepa.617
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Using re‐calibrated design S‐N curves for fatigue assessment of road bridges.
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- CE/Papers, 2017, v. 1, n. 4, p. 443, doi. 10.1002/cepa.615
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Bauteilnachverfolgung mittels QR‐Rückmeldungen.
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- CE/Papers, 2017, v. 1, n. 4, p. 437, doi. 10.1002/cepa.614
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Entwicklung von innovativer Verbindungstechnik für hybride Schalenelemente.
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- CE/Papers, 2017, v. 1, n. 4, p. 431, doi. 10.1002/cepa.613
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Das Inverted‐Classroom‐Modell im Stahlbau.
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- CE/Papers, 2017, v. 1, n. 4, p. 425, doi. 10.1002/cepa.612
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Entwurf der Talbrücke Rinsdorf.
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- CE/Papers, 2017, v. 1, n. 4, p. 402, doi. 10.1002/cepa.610
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Brücken für Straßen‐ und Schienenverkehr.
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- CE/Papers, 2017, v. 1, n. 4, p. 371, doi. 10.1002/cepa.607
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Untersuchungen zur Holzfeuchteentwicklung an geschützten Holzbrücken.
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- CE/Papers, 2017, v. 1, n. 4, p. 341, doi. 10.1002/cepa.604
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Der Ermüdungsnachweis im Holzbau nach DIN EN 1995‐2 Anh. A.
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- CE/Papers, 2017, v. 1, n. 4, p. 333, doi. 10.1002/cepa.603
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Mehrgeschossiger Holzbau: brandschutztechnisch zugelassen – Knowhow‐Lücken.
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- CE/Papers, 2017, v. 1, n. 4, p. 319, doi. 10.1002/cepa.601
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Heat transfer analysis of concrete‐filled steel tubular columns to slim‐floor beam connections subjected to fire.
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- CE/Papers, 2017, v. 1, n. 4, p. 311, doi. 10.1002/cepa.600
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Full‐scale tests on composite structures with low degree of shear connection.
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- CE/Papers, 2017, v. 1, n. 4, p. 297, doi. 10.1002/cepa.598
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Joints in building structures subjected to exceptional events.
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- CE/Papers, 2017, v. 1, n. 4, p. 291, doi. 10.1002/cepa.597
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Vereinheitlichung der Regeln im Stahlbetonbau und in der Befestigungstechnik für die Bemessung von Verbindungen.
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- CE/Papers, 2017, v. 1, n. 4, p. 277, doi. 10.1002/cepa.595
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Bemessung und Ausführung von Bolzenschweißverbindungen im Bauwesen unter Berücksichtigung des aktuellen Regelwerkes.
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- CE/Papers, 2017, v. 1, n. 4, p. 270, doi. 10.1002/cepa.594
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CoSFB‐Betondübel.
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- CE/Papers, 2017, v. 1, n. 4, p. 255, doi. 10.1002/cepa.592
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Experimentelle Untersuchungen zum Verbundverhalten in ausbetonierten Hohlprofilstützen mit massivem Stahlkern unter erhöhten Temperaturen.
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- CE/Papers, 2017, v. 1, n. 4, p. 249, doi. 10.1002/cepa.591
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Komponentenmethode für die Beschreibung der Interaktion von Rohrleitungen und Bauwerk.
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- CE/Papers, 2017, v. 1, n. 4, p. 232, doi. 10.1002/cepa.589
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Some considerations related to the resistance of horizontally curved steel I‐girders subjected to shear and patch loading.
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- CE/Papers, 2017, v. 1, n. 4, p. 210, doi. 10.1002/cepa.586
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HSS in construction – Recommendations for the competitive design.
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- CE/Papers, 2017, v. 1, n. 4, p. 195, doi. 10.1002/cepa.584
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Stahlwasserbau – eine Zeitreise.
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- CE/Papers, 2017, v. 1, n. 4, p. 188, doi. 10.1002/cepa.583
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Study of the loading rate influcence on the T‐stub response.
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- CE/Papers, 2017, v. 1, n. 4, p. 182, doi. 10.1002/cepa.582
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To the advanced design models of hollow section joints.
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- CE/Papers, 2017, v. 1, n. 4, p. 176, doi. 10.1002/cepa.581
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Developments in materials, codes and applications of steel structures.
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- CE/Papers, 2017, v. 1, n. 4, p. 164, doi. 10.1002/cepa.580
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Entwicklung des Höherfrequenten Hämmerns am Institut für Konstruktion und Entwurf.
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- CE/Papers, 2017, v. 1, n. 4, p. 155, doi. 10.1002/cepa.579
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Zur Sprödbruchsicherheit alter Stahlkonstruktionen.
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- CE/Papers, 2017, v. 1, n. 4, p. 148, doi. 10.1002/cepa.578
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Vorspannen von Metallbauschrauben ISO 4014/4017 der FK 8.8 – und höher?
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- CE/Papers, 2017, v. 1, n. 4, p. 132, doi. 10.1002/cepa.576
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Beulnachweis nach Eurocode im Kranbau.
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- CE/Papers, 2017, v. 1, n. 4, p. 116, doi. 10.1002/cepa.574
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Bruchzähigkeit von Spundwänden Hintergründe zur Tabelle 3‐3 in EN 1993‐5.
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- CE/Papers, 2017, v. 1, n. 4, p. 108, doi. 10.1002/cepa.573
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Does the application of seismic design principles to steel building frames mitigate the risk of progressive collapse?
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- CE/Papers, 2017, v. 1, n. 4, p. 98, doi. 10.1002/cepa.572
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Full scale tests on moment‐resisting‐frames under cyclic loading.
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- CE/Papers, 2017, v. 1, n. 4, p. 86, doi. 10.1002/cepa.570
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Stahlträger unter Biegung und Torsion – Zum Einfluss der Querschnittsplastizierung.
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- CE/Papers, 2017, v. 1, n. 4, p. 76, doi. 10.1002/cepa.569
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Biegeknicken, Biegedrillknicken und ihre Imperfektionen in konsistentem Ansatz.
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- CE/Papers, 2017, v. 1, n. 4, p. 66, doi. 10.1002/cepa.568
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Biegedrillknicken von Trägern – Effekte aus nachgiebigen Zwischenhaltungen an nur einem Gurt.
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- CE/Papers, 2017, v. 1, n. 4, p. 60, doi. 10.1002/cepa.567
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On the Strength of Thin‐Walled Welded Box Section Beam‐Columns.
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- CE/Papers, 2017, v. 1, n. 4, p. 43, doi. 10.1002/cepa.565
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Additional investigations concerning initial bow imperfections for flexural buckling according to Eurocode 3 Part 1‐1.
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- CE/Papers, 2017, v. 1, n. 4, p. 35, doi. 10.1002/cepa.564
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Buckling resistance of steel plate girders considering M‐V interaction with high compression forces.
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- CE/Papers, 2017, v. 1, n. 4, p. 20, doi. 10.1002/cepa.562
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MSG‐Lötverbindungen – Untersuchungen zur Tragfähigkeit und zum Ermüdungsverhalten.
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- CE/Papers, 2017, v. 1, n. 4, p. 13, doi. 10.1002/cepa.561
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Innovative Verfahren zur experimentellen und numerischen Analyse von geschweißten Verbindungen.
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- CE/Papers, 2017, v. 1, n. 4, p. 3, doi. 10.1002/cepa.560
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Grußwort von Prof. Ressel.
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- CE/Papers, 2017, v. 1, n. 4, p. XIII, doi. 10.1002/cepa.559
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Laudatio.
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- CE/Papers, 2017, v. 1, n. 4, p. V, doi. 10.1002/cepa.558
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Suifficent choice of material to avoid brittle fractures of foundation components of offshore wind power plants made of steel in accordance with EC3 part 1‐10.
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- CE/Papers, 2017, v. 1, n. 4, p. 601, doi. 10.1002/cepa.557
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Structural behavior of full‐scale beam‐to‐girder joints having composite slab under gravity load.
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- CE/Papers, 2017, v. 1, n. 4, p. 591, doi. 10.1002/cepa.556
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SIMPLE FIRE DESIGN OF COLD‐FORMED STEEL C‐SECTION BEAMS WITH LATERAL–TORSIONAL BUCKLING.
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- CE/Papers, 2017, v. 1, n. 4, p. 573, doi. 10.1002/cepa.555
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SEISMIC RESPONSE OF STEEL MOMENT FRAMES WITH SEMI‐CONTINUOUS JOINTS.
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- CE/Papers, 2017, v. 1, n. 4, p. 564, doi. 10.1002/cepa.554
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SEISMIC PERFORMANCE OF STEEL MOMENT FRAME OFFICE BUILDINGS WITH RECTANGULAR CONCRETE‐FILLED STEEL TUBE GRAVITY COLUMNS.
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- CE/Papers, 2017, v. 1, n. 4, p. 554, doi. 10.1002/cepa.553
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ROBUSTNESS, REDUNDANCY AND PROGRESSIVE COLLAPSE OF FIXED OFFSHORE STRUCTURES.
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- CE/Papers, 2017, v. 1, n. 4, p. 539, doi. 10.1002/cepa.552
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