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[null,"1.","Record Nr.",null,"UNINA9911044013703321"]
[null,null,"Autore",null,"Lorenc Wojciech"]
[null,null,"Titolo",null,"Advances in Steel and Steel-Concrete Composite Structures : Bridging Science and Industry"]
[null,null,"Pubbl/distr/stampa",null,"Milton : , : CRC Press LLC, , 2025"]
[{"$nulls":4},"©2026"]
[null,null,"ISBN",null,"9781003534464"]
[null,null,"Edizione",null,"[1st ed.]"]
[null,null,"Descrizione fisica",null,"1 online resource (545 pages)"]
[null,null,"Disciplina",null,"624.182"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,"Nota di contenuto",null,"Cover -- Title Page -- Copyright -- Table of Contents -- Preface -- Committees -- From material properties to complex structures -- Cable structures: Complex assessment based on the theory, codes and experience -- 1 Introduction -- 2 Modern Cable Structures: Case Study -- 3 Technical Assessment of the Structures -- 4 Conclusions -- Acknowledgments -- References -- Experimental verification of post-fire brittleness for S355J2+N structural steel -- 1 Introduction -- 2 Instrumented Charpy Impact Test as a Basis for Drawing Conclusions Regarding Post-Fire Brittleness of Considered Steel -- 3 The Tests of Post-Fire Susceptibility to Brittle Fracture Exhibited by the S355J2+N Steel Grade, Conducted at Cracow University of Technology -- 4 Interpretation of the Obtained Results -- 5 Concluding Remarks -- References -- The role of weathering steel in modern bridge design -- 1 Introduction -- 2 Design and Detailing -- 3 Application of WS in Bridge Structures -- 4 Conclusions -- References -- Proposed cold deformation limitation for steel I-beams made of S460M -- 1 Introduction -- 2 Preparation of Test Items -- 3 Materials Research -- 4 Analysis of the Results -- 5 Summary and Conclusions -- References -- Determination of the strength of historical structural steels based on Brinell hardness -- 1 Introduction -- 2 The Relationship Between the Brinell Hardness and Strength of Historical Steels -- 3 Estimation of Steel Strength Parameters Based on Brinell Hardness -- 4 Selected Examples of Determining the Design Strength of Historical Steels in Building Structures -- 5 General Remarks and Conclusions -- References -- Vierendeel frame as steel roof girder for large-span halls -- 1 Introduction -- 2 Vierendeel Frame -- 3 Design and Comparative "]
[{"$nulls":4},"Analysis of Frame Nodes -- 4 Example of Vierendeel Frame Applications -- 5 Conclusions -- References."]
[{"$nulls":4},"Stability and buckling in steel structures -- Buckling behaviour of longitudinal stiffened plates under biaxial loading: Investigations of the last years -- 1 Introduction -- 2 Incremental Launching of Steel and Composite Bridges -- 3 Current Design Rules in Europe and Germany - EN 1993-1-5 -- 4 Measuring imperfections at Thulba Viaduct -- 5 Experimental Investigations -- 6 Investigations on the V-factor experimentally and numerically -- 7 Numerical Investigation -- 8 Comparison of the Numerical Results with the Reduced Stress Method -- 9 Consideration of an Eccentric Load Introduction in the Buckling Verification -- 10 Discussion of the Results -- 11 Conclusion -- Acknowledgments -- References -- Webs with two longitudinal stiffeners: Real imperfections and selected modeling problems -- 1 Real Geometric Imperfections of Longitudinal Stiffened Panels -- 2 Numerical Calculations of Webs With Real Imperfections -- 3 Conclusions -- References -- Influence of imperfections on failure temperature of non-uniformly heated steel plate girders with slender section -- 1 Introduction -- 2 Experimental Study -- 3 Computer Modeling -- 4 The Results and Their Discussion -- 5 Conclusions -- References -- Influence of vertical stiffening ribs on the stability of tapered I-beams -- 1 Introduction -- 2 Potential Energy of the Tapered Cross-Section Beam -- 3 Solution for Critical Buckling Loads of Tapered I-Beams With Stiffener Ribs -- 4 Application -- 5 Summary and Conclusions -- References -- Experimental verification of lateral-torsional buckling of steel H-beams with tapered flanges -- 1 Introduction -- 2 Model of Bisymmetric Flange-Tapered H-Beam -- 3 Experimental Test on Flange-Tapered H-Beam Under Point Load -- 4 Conclusions -- References -- Flexural-torsional buckling of steel monosymmetric I-shape section members -- 1 Introduction."]
[{"$nulls":4},"2 Non-Classical Stability Criteria and Analytical Solutions -- 3 Applications -- References -- Analysis of the torsional stiffness of tapered, two-chords steel columns with lacing in a single plane -- 1 Introduction -- 2 Differential Equations of Warping Torion of Tapered Elements -- 3 The Differential Equation's of the Warping Torsion of the Built-Up Member Under Consideration -- 4 Numerical Examples -- 5 Numerical Calculations -- 6 Summary and Conclusion -- References -- Composite steel-concrete structures -- Considerations about slip capacity of composite dowels according to the CEN TS 102: Annex A for floor beam application -- 1 Introduction and Scope of the Study -- 2 Theoretical Background -- 3 Numerical Study with FEM Simulations -- 4 Proposed Prediction Equations -- 5 Conclusions -- References -- Composite steel, concrete beams and slabs using fiber reinforced concrete: An example of a completed large structure and delivered benefits -- 1 Background and Design Conditions -- 2 Composite Design for Industrial Floors -- 3 Fiber Concrete Instead of Traditional Reinforced Concrete -- 4 Summary -- Acknowledgments -- References -- The Crocodile steel and concrete hybrid bridge: Experiences from design and construction -- 1 Crocodile Solution -- 2 The Bridge Over Kwisa River in Trzebów -- 3 The Design Issues -- 4 The Bridge Construction -- 5 Conclusions -- References -- Evaluation of wind loads on a steel hall frame during erection using CFD analysis -- 1 Introduction -- 2 Analysis of Steel Building Structure While in Service -- 3 Analysis of Steel Building Structure Collapse -- 4 Identification of Wind Loading at the Instant of Collapse By CFD -- 5 Conclusions Analysis of Structural Stability During Collapse -- 6 Conclusions -- References -- Fire resistance of composite steel truss in concrete (CSTC) beams: Bending moment and vertical shear."]
[{"$nulls":4},"1 Introduction and Motivation -- 2 Bending Behaviour -- 3 Vertical Shear Resistance -- 4 Summary and Outlook -- References -- Cyclic behavior of composite beams with puzzle-shaped shear connectors under asymmetric bending -- 1 Introduction -- 2 Outline of Experiment -- 3 Results of Cyclic Loading Tests -- 4 Conclusions -- Acknowledgments -- References -- Local buckling behavior of composite beams with puzzle-shaped shear connectors under asymmetric bending -- 1 Introduction -- 2 Outline of Experiment -- 3 Results of Cyclic Loading Test -- 4 Conclusion -- Acknowledgments -- References -- From heritage analysis to modern composite applications -- Steel shell structures for applications in storage of granular materials: Advances in design methods -- 1 Introduction -- 2 Normative Estimation of Buckling Load Capacity -- 3 Numerical and Experimental Methods for Assessing the Buckling Capacity of Silos -- 4 Influence of Bulk Material on the Buckling Capacity of a Silo Wall Made of Profiled Sheets and Columns (Stiffeners) -- 5 Conclusions -- References -- Vibrations of metal-timber composite beams: A review -- 1 Introduction -- 2 Dynamic Tests of Metal-Timber Composite Beams -- 3 Conslusions -- References -- Optimization of a steel-timber composite beam using AI -- 1 Introduction -- 2 Materials and Methods -- 3 Results and Discussion -- 4 Conclusions -- References -- Investigations of metal-timber composite beams and connections: A review -- 1 Introduction -- 2 Aluminium-Timber Composite Beams and Connections -- 3 Steel-Timber Composite Beams and Connections -- 4 Conslusions -- References -- Vibration of steel-concrete composite beams: A review -- 1 Introduction -- 2 Steel-Concrete Composite Beams -- 3 Experimental Studies -- 4 Numerical Models -- 5 Conclusions -- References."]
[{"$nulls":4},"Analysis of the relationship between the strength and Brinell hardness of historical steels -- 1 Introduction -- 2 Samples and the Research Program -- 3 Non-Destructive Testing of Steel Hardness -- 4 Destructive Tensile Tests of the Steel Samples -- 5 Chemical and Microstructure Testing -- 6 Statistical Analysis of the Research Results -- 7 General Remarks and Conclusions -- References -- Methodology for determining the steel tensile strength of historic steel structures -- 1 General Informations -- 2 Description and Results of the Conducted Research -- 3 Conclusions -- References -- Innovation and monitoring in steel engineering -- Analytical review of the behaviour of joints and anchors in scaffolding systems under static and dynamic loads -- 1 Introduction -- 2 Literature Review -- 3 Comparing the Energy Absorption, Initial Stiffness, Ductility, and Load-Bearing Capacity in the Joints and Anchors of the Scaffoldings -- 4 Conclusion -- References -- Assessment of the distribution of external pressure coefficients on a flat roof with a photovoltaic panels -- 1 Introduction -- 2 Materials and Methods -- 3 Results -- 4 Discussion -- 5 Conclusions -- References -- Damping determination in instrumented steel buildings -- 1 Introduction -- 2 Proposed Method for Damping Coefficient Estimation -- 3 Validation Against Shake Table Measurements -- 4 Results and Discussion -- References -- New diagnostic solutions for steel structures: Laboratory and industrial applications -- 1 Introduction -- 2 Plastic Deformation Sensor (PDS) -- 3 FBG-Based Epsilonpeak -- 4 Distributed Fibre Optic Sensors (DFOS) -- 5 Summary -- Funding -- References -- Deformation mitigation and displacement control in steel scissor structures -- 1 Introduction -- 2 Adding Extra Cables -- 3 Nodal Displacement Control of Steel Scissor Structures -- 4 Conclusions -- References."]
[{"$nulls":4},"Connections in steel structures."]
[null,null,null,"Sommario/riassunto","Advances in Steel and Steel-Concrete Composite Structures: Bridging "]
[{"$nulls":4},"Science and Industry presents the proceedings of the 15th International Conference on Metal Structures (ICMS 2025), held on May 28-30, 2025 in Wrocław, Poland."]