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Circular Economy Design and Management in the Built Environment : A Critical Review of the State of the Art / / edited by Luís Bragança, Philip Griffiths, Rand Askar, Adriana Salles, Viorel Ungureanu, Katerina Tsikaloudaki, Diana Bajare, Gabriel Zsembinszki, Meri Cvetkovska
Circular Economy Design and Management in the Built Environment : A Critical Review of the State of the Art / / edited by Luís Bragança, Philip Griffiths, Rand Askar, Adriana Salles, Viorel Ungureanu, Katerina Tsikaloudaki, Diana Bajare, Gabriel Zsembinszki, Meri Cvetkovska
Autore Bragança Luís
Edizione [1st ed. 2025.]
Pubbl/distr/stampa Cham, : Springer Nature, 2025
Descrizione fisica 1 online resource (XIV, 754 p. 113 illus., 90 illus. in color.)
Disciplina 720.47
696
Collana Springer Tracts in Civil Engineering
Soggetto topico Sustainable architecture
Sustainability
Environmental economics
Construction industry - Management
Sustainable Architecture/Green Buildings
Environmental Economics
Construction Management
ISBN 9783031734908
3031734904
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Multi level Approach from Urban to Buildings to Materials -- Circular Economy best practices in the built environment -- Circular Economy multiscale approach Buildings components and materials level -- Energy systems and building services level -- Circular Manufacturing -- Recovery and reuse of salvaged building materials and products from existing structures.
Record Nr. UNINA-9910907196203321
Bragança Luís
Cham, : Springer Nature, 2025
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Creating a Roadmap Towards Circularity in the Built Environment / / edited by Luís Bragança, Meri Cvetkovska, Rand Askar, Viorel Ungureanu
Creating a Roadmap Towards Circularity in the Built Environment / / edited by Luís Bragança, Meri Cvetkovska, Rand Askar, Viorel Ungureanu
Autore Bragança Luís
Edizione [1st ed. 2024.]
Pubbl/distr/stampa Cham, : Springer Nature, 2024
Descrizione fisica 1 online resource (IX, 444 p. 135 illus., 90 illus. in color.)
Disciplina 720.47
696
Collana Springer Tracts in Civil Engineering
Soggetto topico Sustainable architecture
Sustainability
Building information modeling
Construction industry - Management
Power resources
Environmental economics
Sustainable Architecture/Green Buildings
Building Information Modeling
Construction Management
Resource and Environmental Economics
ISBN 3-031-45980-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Circular Construction Principles: From Theoretical Perspective to Practical Application in Public Procurement -- Procedure for Waste Prevention and Management to Implement Best Practices in the Design and Construction of a Building -- Reuse of Steel Sheet Piles - Best Practice -- Design Strategies and Technical Practices for Reusable Steel-concrete Composite Structural Systems -- How Circular Economy Strategies Can Be Implemented in the Dwelling Renovation Design Phase -- Design for Disassembly and Reuse of Timber in Construction: Identification of Trends and Knowledge Gaps -- A Dynamic-based Methodology for Optimising Insulation Retrofit to Reduce Total Carbon -- Circular Strategies in Lightweight Steel-framed (Lsf) Buildings and the Research Project Tyre4buildins -- The Recycling of Construction Foams: An Overview -- By-product Phosphogypsum Valorisation Possibilities in the Context of Circular Economy of Building Materials -- Identifying Abandoned Industrial Zones in City X and Evaluating thePotential of Extending Their Useful Lifespan by Adaptive Reuse -- The Materials Bank of the City of Porto: Flow of Processes to Recover Tiles in Urban Operations of Historic Buildings -- Focus on Skills for a Circular Built Environment in a New Curriculum Development -- Efficient Recovery of Valuable Resources from Construction and Demolition Waste Towards Circular Economy in Construction Industry – Sustainability Assessment and a Case Study -- Albanian Green Economy Trends -- Pv and Thermal Solar Systems Application in Buildings. A State of Art in the Context of Circular Economy.
Record Nr. UNINA-9910767593003321
Bragança Luís
Cham, : Springer Nature, 2024
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Autore Dubina Dan
Edizione [First edition.]
Pubbl/distr/stampa Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012
Descrizione fisica 1 online resource (676 p.)
Disciplina 720.944
Soggetto topico Building, Iron and steel
Steel, Structural - Design and construction
Steel - Cold working
Soggetto genere / forma Electronic books.
ISBN 3-433-60227-1
3-433-60225-5
3-433-60228-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design
2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing
2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis
3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure
3.7.3.3 Plane elements with intermediate stiffeners
Record Nr. UNINA-9910139010503321
Dubina Dan  
Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Autore Dubina Dan
Edizione [First edition.]
Pubbl/distr/stampa Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012
Descrizione fisica 1 online resource (676 p.)
Disciplina 720.944
Soggetto topico Building, Iron and steel
Steel, Structural - Design and construction
Steel - Cold working
ISBN 3-433-60227-1
3-433-60225-5
3-433-60228-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design
2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing
2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis
3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure
3.7.3.3 Plane elements with intermediate stiffeners
Record Nr. UNISA-996205824803316
Dubina Dan  
Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Autore Dubina Dan
Edizione [First edition.]
Pubbl/distr/stampa Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012
Descrizione fisica 1 online resource (676 p.)
Disciplina 720.944
Soggetto topico Building, Iron and steel
Steel, Structural - Design and construction
Steel - Cold working
ISBN 3-433-60227-1
3-433-60225-5
3-433-60228-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design
2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing
2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis
3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure
3.7.3.3 Plane elements with intermediate stiffeners
Record Nr. UNINA-9910829991503321
Dubina Dan  
Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Shaping Circular Transitions in the Built Environment : From Barriers to Enablers / / edited by Luís Bragança, Meri Cvetkovska, Viorel Ungureanu, Katerina Tsikaloudaki, Marianna Marchesi, Ana Andabaka, Ruben Paul Borg, Camila Cervantes
Shaping Circular Transitions in the Built Environment : From Barriers to Enablers / / edited by Luís Bragança, Meri Cvetkovska, Viorel Ungureanu, Katerina Tsikaloudaki, Marianna Marchesi, Ana Andabaka, Ruben Paul Borg, Camila Cervantes
Autore Bragança Luis
Edizione [1st ed. 2026.]
Pubbl/distr/stampa Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2026
Descrizione fisica 1 online resource (616 pages)
Disciplina 720.47
696
Altri autori (Persone) CvetkovskaMeri
UngureanuViorel
TsikaloudakiKaterina
MarchesiMarianna
AndabakaAna
BorgRuben Paul
CervantesCamila
Collana Springer Tracts in Civil Engineering
Soggetto topico Sustainable architecture
Sustainability
Environmental economics
Sustainable Architecture/Green Buildings
Environmental Economics
ISBN 3-032-02834-5
9783032028341
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Technical Barriers and Challenges to Circular Strategies Implementation -- Drivers for Circular Economy in the Construction Sector -- Overview of Policy Needs for Circular Construction -- Circular Economy Policies and Regulations at the European Level -- National Policies and the Challenge of Coherence -- Standards and Frameworks Supporting Circular Construction -- Glossary.
Record Nr. UNINA-9911046008003321
Bragança Luis  
Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2026
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui