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1. : Travi e profili laminati a caldo
| 1. : Travi e profili laminati a caldo |
| Pubbl/distr/stampa | Milano : CISIA, copyr. 1977- |
| Descrizione fisica | 400 p. : ill. ; 30 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Strutture in acciaio - Calcolo |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000169910403321 |
| Milano : CISIA, copyr. 1977- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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2. : Profilati a freddo
| 2. : Profilati a freddo |
| Pubbl/distr/stampa | Milano : Editoriale UISAA, 1969- |
| Descrizione fisica | <208> : ill. ; 28 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Strutture in acciaio |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000169880403321 |
| Milano : Editoriale UISAA, 1969- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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2. séries: Barèmes généraux: flexion,compression, flambage, traction, extension,poids, des matériaux, renseignementsutiles au constructeur. 471 p. : ill.
| 2. séries: Barèmes généraux: flexion,compression, flambage, traction, extension,poids, des matériaux, renseignementsutiles au constructeur. 471 p. : ill. |
| Autore | Cros, Raymond |
| Pubbl/distr/stampa | Montpellier : Chez l'autheur, 1895- |
| Descrizione fisica | v. ; 22x28 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Costruzioni metalliche - Tabelle |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000163270403321 |
| Cros, Raymond | ||
| Montpellier : Chez l'autheur, 1895- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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2.: Poutres chaudronnées a ame pleine et entreillis. 587 p. : ill.
| 2.: Poutres chaudronnées a ame pleine et entreillis. 587 p. : ill. |
| Autore | Cros, Raymond |
| Pubbl/distr/stampa | Montpellier : Chez l'auteur, 1900- |
| Descrizione fisica | v. ; 22x28 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Costruzioni metalliche - Tabelle |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000163280403321 |
| Cros, Raymond | ||
| Montpellier : Chez l'auteur, 1900- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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3. : Tubi
| 3. : Tubi |
| Pubbl/distr/stampa | Milano : Editoriale UISAA, 1969- |
| Descrizione fisica | <243> p. : ill. ; 28 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Strutture in acciaio |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000169890403321 |
| Milano : Editoriale UISAA, 1969- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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7. : Tabelle e dati
| 7. : Tabelle e dati |
| Pubbl/distr/stampa | Milano : UISAA, 1971- |
| Descrizione fisica | <108 p. : ill. ; 28 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Strutture in acciaio |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000169900403321 |
| Milano : UISAA, 1971- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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<1.> : Testo. 185 p.
| <1.> : Testo. 185 p. |
| Autore | Weyrauch, Jakob Johann <1845-1917> |
| Pubbl/distr/stampa | Torino : A. F. Negro, 1879- |
| Descrizione fisica | v. ; 25 cm |
| Disciplina | 624.182 |
| Soggetto non controllato | Costruzioni metalliche |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000220290403321 |
| Weyrauch, Jakob Johann <1845-1917> | ||
| Torino : A. F. Negro, 1879- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Advances in Steel and Steel-Concrete Composite Structures : Bridging Science and Industry
| Advances in Steel and Steel-Concrete Composite Structures : Bridging Science and Industry |
| Autore | Lorenc Wojciech |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Milton : , : CRC Press LLC, , 2025 |
| Descrizione fisica | 1 online resource (545 pages) |
| Disciplina | 624.182 |
| Altri autori (Persone) |
CzepiżakDariusz
KoziołPiotr GiżejowskiMarian A MarcinowskiJakub HotałaEugeniusz |
| ISBN | 9781003534464 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 Analysis of Frame Nodes -- 4 Example of Vierendeel Frame Applications -- 5 Conclusions -- References.
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. 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. 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. 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. Connections in steel structures. |
| Record Nr. | UNINA-9911044013703321 |
Lorenc Wojciech
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| Milton : , : CRC Press LLC, , 2025 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Application général du fer, de la fonte, de la tòle et des poteries dans les constructions civiles, industrielles et militaires / par Ch. Ls Gve Eck
| Application général du fer, de la fonte, de la tòle et des poteries dans les constructions civiles, industrielles et militaires / par Ch. Ls Gve Eck |
| Autore | Eck, Charles Louis Gustave |
| Pubbl/distr/stampa | Paris : J.C. Blosse, 1836-1841 |
| Descrizione fisica | 2 v. (72, 21; 155 p.; 66; 80 tav. ) : ill. ; 43 cm |
| Disciplina |
624.18
624.182 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | fre |
| Nota di contenuto | 1: Traité de construction en poteries et fer a l'usage des batiments civilis, industriel at militairs; suivi d'und recueil d'machines / par Hibon 2.: Traité de l'application du fer, de la fonte et de la tôle dans les constructions civiles, industrielles et militaires, dans celles des ponts fixes ou suspendus, des chemins de fer, des écluses et des digues à la mer, etc., suivi d'un aperçu sur l'art d'ériger les tuyaux de cheminées en briques d'après le nouveau système ; par Ch.-Ls-Gve Eck. Mémoire sur la construction de nouveaux planchers destinés à rendre les bâtimens incombustibles ; par feu P.-D. Bazaine |
| Record Nr. | UNINA-990000131330403321 |
| Eck, Charles Louis Gustave | ||
| Paris : J.C. Blosse, 1836-1841 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Calcolo e fabbricazione di carpenterie metalliche : secondo norme AISC 360-16 e ASTM / Carlo Sigmund
| Calcolo e fabbricazione di carpenterie metalliche : secondo norme AISC 360-16 e ASTM / Carlo Sigmund |
| Autore | Sigmund, Carlo |
| Pubbl/distr/stampa | Palermo, : Dario Flaccovio, 2021 |
| Descrizione fisica | 2 volumi ; 24 cm |
| Disciplina | 624.182 |
| Collana | Progettazione |
| Soggetto non controllato |
Carpenterie metalliche
Strutture in acciaio |
| ISBN | 978-88-579-1256-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Nota di contenuto | 1.: Elementi strutturali in acciaio 2.: Connessioni e nodi in acciaio, elasticità |
| Record Nr. | UNINA-9910564401203321 |
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Sigmund, Carlo
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| Palermo, : Dario Flaccovio, 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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