Works matching IS 25097075 AND DT 2023 AND VI 6 AND IP 2
Results: 526
Experimental investigation of the service shear strength of the welded clip‐angle connector in a CFS beam‐to‐column connection.
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- CE/Papers, 2023, v. 6, n. 2, p. 2006, doi. 10.1002/cepa.2760
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- Article
Issue Information.
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- CE/Papers, 2023, v. 6, n. 2, p. i, doi. 10.1002/cepa.1682
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- Article
Cyclic pushout tests on high‐performance concrete‐filled steel tube columns for seismic applications.
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- CE/Papers, 2023, v. 6, n. 2, p. 326, doi. 10.1002/cepa.2763
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- Article
Experimental Investigation of Seismic Vulnerability of Braces under Hazard Consistent loading sequences.
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- CE/Papers, 2023, v. 6, n. 2, p. 2611, doi. 10.1002/cepa.2762
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- Article
Structural behaviour of Cold‐Formed Steel back‐to‐back welded sections subjected to longitudinal shear.
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- CE/Papers, 2023, v. 6, n. 2, p. 2014, doi. 10.1002/cepa.2761
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- Article
Development of Improved Equations for Live Load Moment Distribution in Interior Girders of Shallow Steel Tub Girder Bridges.
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- CE/Papers, 2023, v. 6, n. 2, p. 1080, doi. 10.1002/cepa.2757
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- Article
Memory‐Steel for Smart Steel Structures: A Review on Recent Developments and Applications.
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- CE/Papers, 2023, v. 6, n. 2, p. 949, doi. 10.1002/cepa.2756
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- Article
Structural Performance of Demountable Hybrid Floor Systems Under Monotonic and Cyclic Loading.
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- CE/Papers, 2023, v. 6, n. 2, p. 423, doi. 10.1002/cepa.2755
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- Article
Wrapped Composite Joints for Circular Hollow Section Structures.
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- CE/Papers, 2023, v. 6, n. 2, p. 1179, doi. 10.1002/cepa.2754
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- Article
Live Load Structural Index study on Small and Medium Span Steel‐Concrete Composite Bridges.
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- CE/Papers, 2023, v. 6, n. 2, p. 1071, doi. 10.1002/cepa.2753
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- Article
The influence of hinged and rigid connections on the seismic behaviour of “Inverted Y” bracing systems.
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- CE/Papers, 2023, v. 6, n. 2, p. 2406, doi. 10.1002/cepa.2752
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- Article
Progressive collapse analysis of steel frames via a nonlinear SDOF model.
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- CE/Papers, 2023, v. 6, n. 2, p. 2189, doi. 10.1002/cepa.2751
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- Article
Length and Boundary Condition Effects in the Buckling of Cylinders Under Different Load Combinations.
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- CE/Papers, 2023, v. 6, n. 2, p. 1773, doi. 10.1002/cepa.2750
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- Article
Numerical Behaviour of Blind‐Bolted Beam Connections to Square Hollow Sections with Different Infills.
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- CE/Papers, 2023, v. 6, n. 2, p. 1338, doi. 10.1002/cepa.2749
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- Article
Elastic behavior of riveted double angle connections in tension.
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- CE/Papers, 2023, v. 6, n. 2, p. 1299, doi. 10.1002/cepa.2748
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- Article
Structural behavior of sigma‐type thin‐walled cold‐formed steel beams reinforced with CFRP textile.
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- CE/Papers, 2023, v. 6, n. 2, p. 11, doi. 10.1002/cepa.2747
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- Article
On the assessment of non‐conformities. Is execution of steel structures a craft with zero defect tolerance?
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- CE/Papers, 2023, v. 6, n. 2, p. 1545, doi. 10.1002/cepa.2739
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- Article
Effect of Intermediate Stiffeners in an Optimization of Axially Compressed Built‐up Thin‐Walled Column Cross‐Sections According to the Eurocode 3.
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- CE/Papers, 2023, v. 6, n. 2, p. 1972, doi. 10.1002/cepa.2738
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- Article
Experimental and numerical assessment of the topological optimisation of additively manufactured T‐joints.
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- CE/Papers, 2023, v. 6, n. 2, p. 769, doi. 10.1002/cepa.2737
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- Article
Proposed residual stress model for hot‐rolled wide flange steel cross sections.
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- CE/Papers, 2023, v. 6, n. 2, p. 1711, doi. 10.1002/cepa.2736
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- Article
Seismic behaviour of high‐strength steel bolted extended end‐plate connections.
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- CE/Papers, 2023, v. 6, n. 2, p. 639, doi. 10.1002/cepa.2735
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- Article
Effect of heat treatment on microstructure and pseudoelasticity of a memory‐steel.
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- CE/Papers, 2023, v. 6, n. 2, p. 633, doi. 10.1002/cepa.2734
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- Article
Machine learning models for the ultimate strength of steel beams – influence of bending moment diagram.
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- CE/Papers, 2023, v. 6, n. 2, p. 848, doi. 10.1002/cepa.2733
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Numerical Assessment of The Robustness of a Corner‐supported Modular Steel Building.
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- CE/Papers, 2023, v. 6, n. 2, p. 2151, doi. 10.1002/cepa.2732
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- Article
Optimisation of the damping properties of steel structures using adhesively bonded joints.
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- CE/Papers, 2023, v. 6, n. 2, p. 2332, doi. 10.1002/cepa.2731
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- Article
Fatigue performance evaluation of stiffener‐to‐deck plate weld in orthotropic steel decks based on generative adversarial network.
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- CE/Papers, 2023, v. 6, n. 2, p. 2546, doi. 10.1002/cepa.2730
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- Article
Additive Manufacturing of a Steel Splice Joint for Tubular Elements in a Modular Wind Tower.
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- CE/Papers, 2023, v. 6, n. 2, p. 763, doi. 10.1002/cepa.2729
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- Article
Simplified method for the vibration comfort assessment of steel‐concrete floors induced by crowd‐rhythmic activities.
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- CE/Papers, 2023, v. 6, n. 2, p. 2326, doi. 10.1002/cepa.2728
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- Article
Machine learning‐based predictions of buckling behaviour of cold‐formed steel structural elements.
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- CE/Papers, 2023, v. 6, n. 2, p. 843, doi. 10.1002/cepa.2727
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- Article
Evaluation of Seismic Performance of Offshore Wind Turbine Foundations with Slip Joints by Large Shaking Table Tests.
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- CE/Papers, 2023, v. 6, n. 2, p. 1169, doi. 10.1002/cepa.2726
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- Article
Simplified Nonlinear Dynamic Analysis by Hexagonal Collapse Surface Model of Steel Frame Structure.
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- CE/Papers, 2023, v. 6, n. 2, p. 2377, doi. 10.1002/cepa.2725
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- Article
Tensile Behavior of Anchored Stainless Steel T‐Head Blind Bolts within Concrete‐Filled Steel Square Tubes.
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- CE/Papers, 2023, v. 6, n. 2, p. 281, doi. 10.1002/cepa.2724
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- Article
Influence of reinforced concrete slab on the cyclic response of bolted shear links.
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- CE/Papers, 2023, v. 6, n. 2, p. 2371, doi. 10.1002/cepa.2723
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- Article
Review of the damage equivalence factors for steel railway bridges in the Eurocodes.
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- CE/Papers, 2023, v. 6, n. 2, p. 2576, doi. 10.1002/cepa.2722
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- Article
Review and outlook about the use of high strength steel in encased composite columns.
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- CE/Papers, 2023, v. 6, n. 2, p. 276, doi. 10.1002/cepa.2721
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- Article
Experimental Behaviour of Cold‐Formed Stainless Steel Cruciform Section Columns.
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- CE/Papers, 2023, v. 6, n. 2, p. 655, doi. 10.1002/cepa.2720
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- Article
Flexural behaviour of CFS stacked built‐up beams: experiments, finite element modelling and direct strength method.
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- CE/Papers, 2023, v. 6, n. 2, p. 1989, doi. 10.1002/cepa.2719
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- Article
Cold‐formed steel T‐joints with semi‐oval hollow section chord: Experimental insight and finite element modelling.
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- CE/Papers, 2023, v. 6, n. 2, p. 1562, doi. 10.1002/cepa.2718
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- Article
Calibrated Design of High Strength Composite Columns.
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- CE/Papers, 2023, v. 6, n. 2, p. 248, doi. 10.1002/cepa.2717
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- Article
Seismic performance of hybrid coupled shear walls.
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- CE/Papers, 2023, v. 6, n. 2, p. 2366, doi. 10.1002/cepa.2716
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- Article
Novel Paradigm for Steel Joints in Gridshell Structures: from Structural Optimization to Advanced Construction.
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- CE/Papers, 2023, v. 6, n. 2, p. 781, doi. 10.1002/cepa.2714
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- Article
Assessment of steel‐concrete composite floors dynamic response when subjected to people walking.
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- CE/Papers, 2023, v. 6, n. 2, p. 2388, doi. 10.1002/cepa.2713
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- Article
A review on long‐term behaviour of steel‐concrete composite structures.
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- CE/Papers, 2023, v. 6, n. 2, p. 268, doi. 10.1002/cepa.2712
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- Article
Development of pinching‐free tension‐only CBFs based on the application of metal foam dampers.
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- CE/Papers, 2023, v. 6, n. 2, p. 2381, doi. 10.1002/cepa.2711
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- Article
Experimental response of full‐scale steel‐aluminium foam‐steel sandwich panels in bending.
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- CE/Papers, 2023, v. 6, n. 2, p. 452, doi. 10.1002/cepa.2710
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- Article
Load introduction for concrete‐encased steel composite columns using high‐performance materials.
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- CE/Papers, 2023, v. 6, n. 2, p. 320, doi. 10.1002/cepa.2709
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- Article
On the load‐carrying behaviour of CSTC slim‐floor beams.
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- CE/Papers, 2023, v. 6, n. 2, p. 262, doi. 10.1002/cepa.2707
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- Article
Lateral performance of cold‐formed steel OSB‐sheathed stud wall panels.
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- CE/Papers, 2023, v. 6, n. 2, p. 1965, doi. 10.1002/cepa.2706
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- Article
Load bearing behavior of concrete encased composite columns with high‐performance materials.
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- CE/Papers, 2023, v. 6, n. 2, p. 314, doi. 10.1002/cepa.2705
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- Article
Optimized fire design for steel industrial sheds.
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- CE/Papers, 2023, v. 6, n. 2, p. 2173, doi. 10.1002/cepa.2703
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- Article