Works matching IS 25097075 AND DT 2024 AND VI 7 AND IP 3/4
Results: 40
Cable‐stayed footbridge in Lover Vítkovice Area‐DOV.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 177, doi. 10.1002/cepa.3095
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INCREASING FATIGUE LIFE OF NEW WELDED AND REPARIED JOINTS BY HFMI TREATMENT.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 153, doi. 10.1002/cepa.3094
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Experiences from launching the bridge over Gottleuba‐valley (Gottleubatalbrücke).
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- CE/Papers, 2024, v. 7, n. 3/4, p. 125, doi. 10.1002/cepa.3093
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Sky Bridge 721 World's longest suspension footbridge.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 115, doi. 10.1002/cepa.3092
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DYNAMIC BEHAVIOUR AND DAMPING OF STEEL RAILWAY BRIDGES AT A SPEED OF 200 KM/H.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 111, doi. 10.1002/cepa.3091
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Design and Analysis of Curved Steel Bridges Using 3D Shell Modelling.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 213, doi. 10.1002/cepa.3090
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Investigations On the Effective Width of Wide Flange Steel Girders.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 204, doi. 10.1002/cepa.3089
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Failure mode and load prediction of steel bridge girders through 3D laser scanning and machine learning methods.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 198, doi. 10.1002/cepa.3088
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Reliability‐based Allowances of Corrosion Losses for Weathering Steel Bridges.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 192, doi. 10.1002/cepa.3087
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Aerodynamic Performance‐Based Design for Steel Bridges and Embodied Carbon Awareness.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 188, doi. 10.1002/cepa.3086
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- Article
Shui Su Ravine Bridge Design and its Steel Joint Fatigue Performance Evaluation.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 182, doi. 10.1002/cepa.3085
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'Robinson' Pedestrian Bridge in Budapest, Hungary.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 171, doi. 10.1002/cepa.3084
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Analysis of bow‐string arch using geometric data from 3D scanning.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 165, doi. 10.1002/cepa.3082
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- Article
Diagnostics of prestressed ropes after multiannual operation – Bridge SNP Bratislava.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 161, doi. 10.1002/cepa.3081
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- Article
Material selection for railroad bridge bearings to avoid brittle fracture.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 157, doi. 10.1002/cepa.3080
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- Article
Remaining Fatigue Strength of an Orthotropic Steel Deck with Respect to a Repair Method by Cold Joining Techniques.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 143, doi. 10.1002/cepa.3079
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Fatigue strength of repair‐welded headed studs.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 138, doi. 10.1002/cepa.3078
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Steel Arch Structures with Prestressed Concrete Deck.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 132, doi. 10.1002/cepa.3077
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- Article
Pedestrian bridge over the River Elbe in Hradec Králové.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 128, doi. 10.1002/cepa.3076
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Conversion of historical stone bridge to lifting bridge in the Hořín lock chamber.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 121, doi. 10.1002/cepa.3075
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- Article
Comparison of Durability of Composite‐Based Shear connectors.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 106, doi. 10.1002/cepa.3074
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Tuned mass dampers ‐ evaluation of the effect on two real footbridges.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 100, doi. 10.1002/cepa.3073
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Parametric analysis of innovative corrugated profile of soil‐steel composite bridge.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 94, doi. 10.1002/cepa.3072
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White City pedestrian Bridge –structural design of the cable‐stayed future landmark, Baku (AZ).
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- CE/Papers, 2024, v. 7, n. 3/4, p. 90, doi. 10.1002/cepa.3071
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The pedestrian and bicycle bridge "Sprung über die Emscher" in Castrop Rauxel.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 85, doi. 10.1002/cepa.3070
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The new bridge "Lahnsteg Nauheim", Wetzlar: slender, elegant, parametrically designed.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 81, doi. 10.1002/cepa.3069
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THE NEW PEDESTRIAN FOOTBRIDGE AT LUXEMBOURG RAILWAY STATION.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 77, doi. 10.1002/cepa.3068
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Influence of Distance from Roads on Corrosion Loss in Weathering Steel Bridges.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 73, doi. 10.1002/cepa.3067
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Experimental and theoretical evaluation of axial forces in short steel ropes.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 68, doi. 10.1002/cepa.3066
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Steel solutions for a sustainable bridge infrastructure of today and tomorrow.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 27, doi. 10.1002/cepa.3059
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Design of the cross‐section of a steel composite bridge taking into account the buckling check according to EN 1993‐1‐5.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 62, doi. 10.1002/cepa.3065
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Prefabricated Composite Dowels Girders for Small Bridges‐Structural Design and Efficiency Evaluation.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 50, doi. 10.1002/cepa.3063
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More durable modular expansion joint constructions for road bridges.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 44, doi. 10.1002/cepa.3062
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Preliminary design of a viaduct on new Highspeed line RS2 VRT Jižní Morava.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 38, doi. 10.1002/cepa.3061
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- Article
"Modernization of Railway Track Pardubice –Stéblová: New steel bridge over Labe river".
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- CE/Papers, 2024, v. 7, n. 3/4, p. 33, doi. 10.1002/cepa.3060
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Development of a lamella‐model to evaluate stresses caused by hot asphalt installation.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 56, doi. 10.1002/cepa.3064
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Design and assembly of a new extradosed bridge in Nuremberg.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 21, doi. 10.1002/cepa.3058
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Railway bridge "Under Vyšehrad" in Prague, preparation of reconstruction.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 18, doi. 10.1002/cepa.3057
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OA14 ‐ BOWSTRING OF THE NEW RAILWAY LINE LUXEMBOURG‐BETTEMBOURG – CONSTRUCTION AND SPECIAL DESIGN CHALLENGES FOR HANGERS.
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- CE/Papers, 2024, v. 7, n. 3/4, p. 13, doi. 10.1002/cepa.3056
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Issue Information.
- Published in:
- CE/Papers, 2024, v. 7, n. 3/4, p. 1, doi. 10.1002/cepa.3055
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- Article