Intelligent Steel Structures ‐ Model Updating Concepts for Innovative Design Strategies.
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- CE/Papers, 2022, v. 5, n. 4, p. 1, doi. 10.1002/cepa.1885
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- Article
Works matching IS 25097075 AND DT 2022 AND VI 5 AND IP 4
Results: 138
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New Eurocode 4 design rules for shallow floor construction.
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- CE/Papers, 2022, v. 5, n. 4, p. 1, doi. 10.1002/cepa.1884
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Preface.
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- CE/Papers, 2022, v. 5, n. 4, p. ii, doi. 10.1002/cepa.1882
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4
Lateral Bracing Stiffness Requirements for Systems of Parallel Compression Members.
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- CE/Papers, 2022, v. 5, n. 4, p. 1052, doi. 10.1002/cepa.1850
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- Article
5
Ultimate Resistance of Diagonally Stiffened Thin Steel Webs in I‐girders.
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- CE/Papers, 2022, v. 5, n. 4, p. 1045, doi. 10.1002/cepa.1849
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- Article
6
A Consistent Approach for Stability Verification of Steel Structures.
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- CE/Papers, 2022, v. 5, n. 4, p. 1075, doi. 10.1002/cepa.1853
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7
Technical Study of Kongo‐Central Colonial Steel Houses Belonging to the DRC Patrimony.
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- CE/Papers, 2022, v. 5, n. 4, p. 1067, doi. 10.1002/cepa.1852
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- Article
8
Automated Pipeline for the Analysis of a Scale‐reduced Steel Cable Net.
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- CE/Papers, 2022, v. 5, n. 4, p. 1060, doi. 10.1002/cepa.1851
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- Article
9
Material Properties for Wire‐and‐arc Additively Manufactured Steel.
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- CE/Papers, 2022, v. 5, n. 4, p. 1092, doi. 10.1002/cepa.1855
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- Article
10
Finite Element Analysis of Telecommunication Structure Reinforcement.
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- CE/Papers, 2022, v. 5, n. 4, p. 1084, doi. 10.1002/cepa.1854
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- Article
11
Scientific Machine and Deep Learning Investigations of the Local Buckling Behaviour of Hollow Sections.
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- CE/Papers, 2022, v. 5, n. 4, p. 1034, doi. 10.1002/cepa.1848
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- Article
12
On the Development of Artificial Neural Network Models of the Critical Moment of Tapered Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 1027, doi. 10.1002/cepa.1847
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- Article
13
A Study on the Capacity of Steel Portal Frames using Shell Finite Elements.
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- CE/Papers, 2022, v. 5, n. 4, p. 1017, doi. 10.1002/cepa.1846
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- Article
14
Resistance of Closely Spaced Back‐to‐back Connected Equal Leg Angle Sections.
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- CE/Papers, 2022, v. 5, n. 4, p. 1008, doi. 10.1002/cepa.1845
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- Article
15
Residual Stresses in Welded I‐section Members with Flame‐cut Flanges.
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- CE/Papers, 2022, v. 5, n. 4, p. 999, doi. 10.1002/cepa.1844
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16
Exploring Machine Learning for the Stability Analysis of Rotary‐straightened Steel Members with Multiple Stiffness Reduction Models.
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- CE/Papers, 2022, v. 5, n. 4, p. 980, doi. 10.1002/cepa.1843
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17
An Elasto‐plastic Finite Element for the Analysis of Planar Steel Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 974, doi. 10.1002/cepa.1842
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- Article
18
Full Length Transverse Stiffener Under Compression.
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- CE/Papers, 2022, v. 5, n. 4, p. 967, doi. 10.1002/cepa.1841
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19
GBT‐based Stability Analysis of Thin‐walled Members with Circular Axis.
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- CE/Papers, 2022, v. 5, n. 4, p. 906, doi. 10.1002/cepa.1834
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20
On the Choice of Eigenmode Shapes for Interactive Cases of Local and Global Buckling of RHS/SHS and I‐Shaped Sections.
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- CE/Papers, 2022, v. 5, n. 4, p. 957, doi. 10.1002/cepa.1840
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- Article
21
Elastic Local Buckling Strength of Wide Flange Beams Web Subjected to End Moment and Distributed Load.
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- CE/Papers, 2022, v. 5, n. 4, p. 941, doi. 10.1002/cepa.1838
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22
Influence of Strain‐hardening on the Bending Strength and Rotation Capacity of Welded I‐section Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 933, doi. 10.1002/cepa.1837
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- Article
23
Simplified Interaction Conditions and their Accuracy in Doubly Symmetrical I‐Sections.
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- CE/Papers, 2022, v. 5, n. 4, p. 924, doi. 10.1002/cepa.1836
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- Article
24
On the Verification of Beams Subjected to Lateral Torsional Buckling by Simplified Plastic Structural Analysis.
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- CE/Papers, 2022, v. 5, n. 4, p. 914, doi. 10.1002/cepa.1835
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25
Enabling a Ductile Failure of Laminated Glass Beams with Iron‐Based Shape Memory Alloy (Fe‐SMA) Strips.
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- CE/Papers, 2022, v. 5, n. 4, p. 948, doi. 10.1002/cepa.1839
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26
An Enhanced Design Approach for Global and Local Buckling Resistance of Welded Box Section Columns.
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- CE/Papers, 2022, v. 5, n. 4, p. 898, doi. 10.1002/cepa.1833
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27
The Beneficial Influence of the Roller‐straightening Process on the Bearing Capacity of Steel Columns.
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- CE/Papers, 2022, v. 5, n. 4, p. 889, doi. 10.1002/cepa.1832
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28
On the Modelling of "Fork" Supports Using geometrically Exact Thin‐walled Beam Finite Elements.
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- CE/Papers, 2022, v. 5, n. 4, p. 882, doi. 10.1002/cepa.1831
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29
New Consistent Set of Design Equations for Equal‐leg Angle Sections and Members.
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- CE/Papers, 2022, v. 5, n. 4, p. 874, doi. 10.1002/cepa.1830
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30
Application of Fibre Optical Sensors in Push‐out Tests on Composite Steel Truss and Concrete Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 867, doi. 10.1002/cepa.1829
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31
Steel and Composite Joints for MRFs in Moderate Seismicity: Experimental and Numerical Program.
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- CE/Papers, 2022, v. 5, n. 4, p. 857, doi. 10.1002/cepa.1828
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32
Numerical Investigation of Shear Connection in Cold‐formed Steel‐concrete Composite Beam.
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- CE/Papers, 2022, v. 5, n. 4, p. 847, doi. 10.1002/cepa.1827
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33
Parametric Finite Element Analyses of Lightweight Cold‐formed Steel‐concrete Composite Floor Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 836, doi. 10.1002/cepa.1826
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34
Influence of the Longitudinal Shear Transfer on the Vertical Shear Capacity in CSTC Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 828, doi. 10.1002/cepa.1825
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35
A Complete Assessment of the Moment‐Curvature Relationship of Compressed Steel‐concrete Composite Cross‐sections.
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- CE/Papers, 2022, v. 5, n. 4, p. 819, doi. 10.1002/cepa.1824
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36
Numerical Modelling of Single‐span Portal Frames.
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- CE/Papers, 2022, v. 5, n. 4, p. 809, doi. 10.1002/cepa.1823
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37
Numerical Analysis for Push‐Out Test with Y Type Perfobond Shear Connectors.
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- CE/Papers, 2022, v. 5, n. 4, p. 800, doi. 10.1002/cepa.1822
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38
Different Profiled Sheeting Configurations in Steel‐Concrete Composite Beams.
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- CE/Papers, 2022, v. 5, n. 4, p. 795, doi. 10.1002/cepa.1821
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39
Numerical Assessment of Steel and Concrete Composite Beams with Cold Formed Members.
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- CE/Papers, 2022, v. 5, n. 4, p. 787, doi. 10.1002/cepa.1820
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40
Numerical Study of Non‐linear Buckling Analysis for Steel and Partial Concrete Encased Composite Columns.
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- CE/Papers, 2022, v. 5, n. 4, p. 778, doi. 10.1002/cepa.1819
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41
Human Comfort Assessment of Steel‐Concrete Composite Floors Subjected to People Dynamic Loads.
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- CE/Papers, 2022, v. 5, n. 4, p. 771, doi. 10.1002/cepa.1818
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42
Vibration Analysis and Human Comfort Assessment of Building Subjected to Wind Dynamic Loads.
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- CE/Papers, 2022, v. 5, n. 4, p. 764, doi. 10.1002/cepa.1817
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43
Assessment of the Elastoplastic Nonlinear Static and Dynamic Behavior of Guyed Antenna Towers Subjected to Cable Rupture.
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- CE/Papers, 2022, v. 5, n. 4, p. 755, doi. 10.1002/cepa.1816
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44
Variability in the Nonlinear Modelling Parameters of Steel I‐shaped Beams Subjected to Cyclic Loading Considering Manufacturing Tolerances.
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- CE/Papers, 2022, v. 5, n. 4, p. 748, doi. 10.1002/cepa.1815
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- Article
45
Seismic Design of Elevated Silos and Tanks – a Study on Behaviour Factors.
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- CE/Papers, 2022, v. 5, n. 4, p. 738, doi. 10.1002/cepa.1814
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- Article
46
A New Displacement‐based Design Procedure for the Retrofitting of RC Buildings with Steel Braces.
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- CE/Papers, 2022, v. 5, n. 4, p. 729, doi. 10.1002/cepa.1813
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47
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices.
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- CE/Papers, 2022, v. 5, n. 4, p. 720, doi. 10.1002/cepa.1812
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48
Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links.
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- CE/Papers, 2022, v. 5, n. 4, p. 714, doi. 10.1002/cepa.1811
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49
Component Test, Fracture Simulation and Experimental Study on Steel and Shear Panel for Seismic Resistance.
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- CE/Papers, 2022, v. 5, n. 4, p. 708, doi. 10.1002/cepa.1810
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50
Seismic Assessment and Strengthening of an Existing Non‐Conforming Multi‐Storey Steel Building.
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- CE/Papers, 2022, v. 5, n. 4, p. 701, doi. 10.1002/cepa.1809
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- Article