Construction innovation and process improvement [[electronic resource] /] / Akintola Akintoye, Jack Goulding and Girma Zawdie |
Autore | Akintoye Akintola |
Pubbl/distr/stampa | Chichester [England] ; ; Ames, Iowa, : Wiley-Blackwell, 2012 |
Descrizione fisica | 1 online resource (457 p.) |
Disciplina | 624.068 |
Altri autori (Persone) |
GouldingJack
ZawdieGirma <1946-> |
Soggetto topico |
Construction industry - Technological innovations
Civil engineering - Technological innovations Competition |
ISBN |
1-118-28031-8
1-280-58683-4 9786613616661 1-118-28030-X 1-118-28029-6 1-118-28032-6 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Machine generated contents note: Chapter 1 Introduction: Learning from other industries.Chapter 2 Innovation and changes in industrial practice.Chapter 3 Management of Change.Chapter 4 Lean production.Chapter 5 Integrated manufacturing.Chapter 6 Concurrent Engineering.Chapter 7 Materials requirements planning.Chapter 8 Just-in-Time manufacturing.Chapter 9 Supply chain management.Chapter 10 Knowledge management applications.Chapter 11 Quick response systems - Agile manufacturing.Chapter 12 Electronic data interchange.Chapter 13 Radio Frequency Identification Devices. |
Record Nr. | UNINA-9910141327903321 |
Akintoye Akintola
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Chichester [England] ; ; Ames, Iowa, : Wiley-Blackwell, 2012 | ||
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Lo trovi qui: Univ. Federico II | ||
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Construction innovation and process improvement / / Akintola Akintoye, Jack Goulding and Girma Zawdie |
Autore | Akintoye Akintola |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Chichester [England] ; ; Ames, Iowa, : Wiley-Blackwell, 2012 |
Descrizione fisica | 1 online resource (457 p.) |
Disciplina | 624.068 |
Altri autori (Persone) |
GouldingJack
ZawdieGirma <1946-> |
Soggetto topico |
Construction industry - Technological innovations
Civil engineering - Technological innovations Competition |
ISBN |
1-118-28031-8
1-280-58683-4 9786613616661 1-118-28030-X 1-118-28029-6 1-118-28032-6 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Machine generated contents note: Chapter 1 Introduction: Learning from other industries.Chapter 2 Innovation and changes in industrial practice.Chapter 3 Management of Change.Chapter 4 Lean production.Chapter 5 Integrated manufacturing.Chapter 6 Concurrent Engineering.Chapter 7 Materials requirements planning.Chapter 8 Just-in-Time manufacturing.Chapter 9 Supply chain management.Chapter 10 Knowledge management applications.Chapter 11 Quick response systems - Agile manufacturing.Chapter 12 Electronic data interchange.Chapter 13 Radio Frequency Identification Devices. |
Record Nr. | UNINA-9910826201303321 |
Akintoye Akintola
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Chichester [England] ; ; Ames, Iowa, : Wiley-Blackwell, 2012 | ||
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Lo trovi qui: Univ. Federico II | ||
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Design of buildings for wind [[electronic resource] ] : a practical guide for ASCE 7-10 standard users and designers of special structures / / Emil Simiu |
Autore | Simiu Emil |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Hoboken, : Wiley, 2011 |
Descrizione fisica | xiv, 338 p. : ill |
Disciplina | 624.1/75 |
Altri autori (Persone) | SimiuEmil |
Soggetto topico |
Bridges - Aerodynamics
Buildings - Aerodynamics Wind resistant design Wind-pressure |
ISBN |
1-61344-880-5
9786613282699 1-118-08613-9 1-283-28269-0 1-118-07735-0 1-118-07737-7 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Guide to the ASCE 7-10 Standard Provisions on Wind Loads ; Asce 7-10 Wind Loading Provisions -- Regular and Simplified Approach : Risk Category, Basic Wind Speed, Enclosure, Exposure, Topographic Factor -- Regular Approach : Steps Common to all Buildings/Other Structures (MWFRS and C & C) -- Regular Approach : Buildings, Parapets, Overhangs (₃Directional₄ Procedure), MWFRS -- Regular Approach : Low-Rise Buildings, Parapets, Overhangs (₃Envelope₄ Procedure), MWFRS -- Regular Approach : Structures other than Buildings, MWFRS -- Simplified Approach : Enclosed Simple Diaphragm Buildings, Parapets, Overhangs (MWFRS) -- Regular and Simplified Approaches : C & C -- Wind Engineering Fundamentals. Atmospheric Circulations -- The Atmospheric Boundary Layer -- Extreme Wind Speeds and Wind-Induced Effects -- Bluff Body Aerodynamics Basics ; Aerodynamic Testing -- Structural Dynamics -- Aeroelasticity -- Structural Reliability under Wind Loading -- Loss Estimation -- Wind Effects on Buildings ; Rigid Buildings -- Tall Buildings. |
Altri titoli varianti | Design of Buildings for Wind - A Guide for ASCE 7-10 Standard Users and Designers of Special Structures |
Record Nr. | UNINA-9910208832803321 |
Simiu Emil
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Hoboken, : Wiley, 2011 | ||
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Lo trovi qui: Univ. Federico II | ||
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Design of buildings for wind : a practical guide for ASCE 7-10 standard users and designers of special structures / / Emil Simiu |
Autore | Simiu Emil |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Hoboken, : Wiley, 2011 |
Descrizione fisica | xiv, 338 p. : ill |
Disciplina | 624.1/75 |
Altri autori (Persone) | SimiuEmil |
Soggetto topico |
Bridges - Aerodynamics
Buildings - Aerodynamics Wind resistant design Wind-pressure |
ISBN |
1-61344-880-5
9786613282699 1-118-08613-9 1-283-28269-0 1-118-07735-0 1-118-07737-7 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Guide to the ASCE 7-10 Standard Provisions on Wind Loads ; Asce 7-10 Wind Loading Provisions -- Regular and Simplified Approach : Risk Category, Basic Wind Speed, Enclosure, Exposure, Topographic Factor -- Regular Approach : Steps Common to all Buildings/Other Structures (MWFRS and C & C) -- Regular Approach : Buildings, Parapets, Overhangs (₃Directional₄ Procedure), MWFRS -- Regular Approach : Low-Rise Buildings, Parapets, Overhangs (₃Envelope₄ Procedure), MWFRS -- Regular Approach : Structures other than Buildings, MWFRS -- Simplified Approach : Enclosed Simple Diaphragm Buildings, Parapets, Overhangs (MWFRS) -- Regular and Simplified Approaches : C & C -- Wind Engineering Fundamentals. Atmospheric Circulations -- The Atmospheric Boundary Layer -- Extreme Wind Speeds and Wind-Induced Effects -- Bluff Body Aerodynamics Basics ; Aerodynamic Testing -- Structural Dynamics -- Aeroelasticity -- Structural Reliability under Wind Loading -- Loss Estimation -- Wind Effects on Buildings ; Rigid Buildings -- Tall Buildings. |
Altri titoli varianti | Design of Buildings for Wind - A Guide for ASCE 7-10 Standard Users and Designers of Special Structures |
Record Nr. | UNINA-9910823564703321 |
Simiu Emil
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Hoboken, : Wiley, 2011 | ||
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Lo trovi qui: Univ. Federico II | ||
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Design of highway bridges : an LRFD approach / / Richard M. Barker, Jay A. Puckett |
Autore | Barker R. M (Richard M.) |
Edizione | [Third edition.] |
Pubbl/distr/stampa | Hoboken, : Wiley, 2013 |
Descrizione fisica | 1 online resource (554 pages) : illustrations, plates |
Disciplina | 624.2/5 |
Altri autori (Persone) | PuckettJay Alan |
Soggetto topico |
Bridges - United States - Design and construction
Load factor design |
ISBN |
1-118-41112-9
1-118-33283-0 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | pt. I. General aspects of bridge design -- pt. II. Loads and analysis -- pt. III. Concrete bridges -- pt. IV. Steel bridges. |
Record Nr. | UNINA-9910786058603321 |
Barker R. M (Richard M.)
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Hoboken, : Wiley, 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Failures in concrete structures : case studies in reinforced and prestressed concrete / / Robin Whittle |
Autore | Whittle Robin |
Pubbl/distr/stampa | Boca Raton, Fla. : , : Talylor and Francis, , 2012 |
Descrizione fisica | 1 online resource (145 p.) |
Disciplina | 624.1834 |
Soggetto topico |
Concrete construction
Reinforced concrete construction |
ISBN |
0-429-20654-2
1-135-17173-4 0-203-86127-2 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Contents; Foreword; Acknowledgements; Introduction; Chapter 1 - Failures due to Design Errors; Chapter 2 - Problems and Failures due to Errors in Structural Modelling; Chapter 3 - Failures due to Inappropriate Extrapolation of Code of Practice Clauses; Chapter 4 - Failures due to Misuse of Code of Practice Clauses; Chapter 5 - Problems and Failures due to Inadequate Assessment of Critical Force Paths; Chapter 6 - Problems and Failures due to Poor Detailing; Chapter 7 - Problems and Failures due to Inadequate Understanding of Materials' Properties
Chapter 8 - Problems and Failures due to Poor ConstructionChapter 9 - Problems and Failures due to Poor Management; Chapter 10 - Problems and Failures due to Poor Construction Planning; Chapter 11 - Problems and Failures due to Deliberate Malpractice; Chapter 12 - Problems Arising from the Procurement Process; Chapter 13 - Contributions of Research and Development toward Avoidance of Failures; References; Back Cover |
Record Nr. | UNINA-9910785746503321 |
Whittle Robin
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Boca Raton, Fla. : , : Talylor and Francis, , 2012 | ||
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Lo trovi qui: Univ. Federico II | ||
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Failures in concrete structures : case studies in reinforced and prestressed concrete / / Robin Whittle |
Autore | Whittle Robin |
Pubbl/distr/stampa | Boca Raton, Fla. : , : Talylor and Francis, , 2012 |
Descrizione fisica | 1 online resource (145 p.) |
Disciplina | 624.1834 |
Soggetto topico |
Concrete construction
Reinforced concrete construction |
ISBN |
0-429-20654-2
1-135-17173-4 0-203-86127-2 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Contents; Foreword; Acknowledgements; Introduction; Chapter 1 - Failures due to Design Errors; Chapter 2 - Problems and Failures due to Errors in Structural Modelling; Chapter 3 - Failures due to Inappropriate Extrapolation of Code of Practice Clauses; Chapter 4 - Failures due to Misuse of Code of Practice Clauses; Chapter 5 - Problems and Failures due to Inadequate Assessment of Critical Force Paths; Chapter 6 - Problems and Failures due to Poor Detailing; Chapter 7 - Problems and Failures due to Inadequate Understanding of Materials' Properties
Chapter 8 - Problems and Failures due to Poor ConstructionChapter 9 - Problems and Failures due to Poor Management; Chapter 10 - Problems and Failures due to Poor Construction Planning; Chapter 11 - Problems and Failures due to Deliberate Malpractice; Chapter 12 - Problems Arising from the Procurement Process; Chapter 13 - Contributions of Research and Development toward Avoidance of Failures; References; Back Cover |
Record Nr. | UNINA-9910799909103321 |
Whittle Robin
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Boca Raton, Fla. : , : Talylor and Francis, , 2012 | ||
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Lo trovi qui: Univ. Federico II | ||
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Foundation engineering for expansive soils / / John D. Nelson [and three others] ; cover image, Adrian Morgan |
Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
Descrizione fisica | 1 online resource (xxv, 385 pages : illustrations |
Disciplina | 624.151 |
Soggetto topico |
Soil-structure interaction
Swelling soils Foundations |
ISBN |
1-118-41529-9
1-118-99609-7 1-118-41799-2 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Machine generated contents note: Preface Chapter 1. Introduction 1.1 Purpose 1.2 Organization 1.3 Terminology Chapter 2. Nature of Expansive Soils 2.1 Microscale Aspects of Expansive Soil Behavior 2.2 Macroscale Aspects of Expansive Soil Behavior 2.3 Identification of Expansive Soils 2.4 Characteristics of Expansive Soil Profiles Chapter 3. Site Investigation 3.1 Program of Exploration 3.2 Forensic Investigation Chapter 4. Soil Suction 4.1 Soil Suction Components 4.2 Soil Water Characteristic Curve 4.3 Measurement of Matric Suction 4.4 Measurement of Osmotic Suction 4.5 Measurement of Total Suction Chapter 5. State of Stress and Constitutive Relationships 5.1 State of Stress and Stress State Variables 5.2 Stress-Volume Relationships 5.3 Stress-Water Relationships Chapter 6. Oedometer Testing 6.1 Consolidation-Swell and Constant Volume Tests 6.2 Correction of Oedometer Test Data 6.3 Relationship Between CS and CV Swelling Pressures (The "m Method") 6.4 Factors Influencing Oedometer Test Results Chapter 7. Water Migration in Expansive Soils 7.1 Water Flow in Unsaturated Soils 7.2 Depth and Degree of Wetting 7.3 Determination of Final Water Content Profiles For Design 7.4 Challenges in Water Migration Modeling for Expansive Soils Chapter 8. Computation of Predicted Heave 8.1 Oedometer Methods 8.2 Soil Suction Methods 8.3 Empirical Methods 8.4 Progression of Heave with Time 8.5 Free-Field Surface Movement for Shrink-Swell Soils 8.6 Discussion of Heave Prediction Chapter 9. General Considerations for Foundation and Floor Design 9.1 Risk and Life Cycle Costs 9.2 Foundation Alternatives 9.3 Factors Influencing Design of Structures on Expansive Soils 9.4 Remedial Measures Chapter 10. Soil Treatment and Moisture Control 10.1 Overexcavation and Replacement 10.2 Prewetting Method 10.3 Chemical Admixtures 10.4 Moisture Control Alternatives 10.5 Summary of Soil Treatment Methods Chapter 11. Design Methods for Shallow Foundations 11.1 Spread Footing Foundations 11.2 Stiffened Slab Foundations 11.3 Remedial Measures for Shallow Foundations Chapter 12. Design Methods for Deep Foundations 12.1 Pier and Grade Beam Foundation 12.2 Patented Piers 12.3 Deep Foundation Design Examples 12.4 Remedial Measures for Deep Foundations Chapter 13. Floors and Exterior Flatwork 13.1 Slabs-on-Grade 13.2 Stiffened Slabs 13.3 Structural Floors 13.4 Exterior Slabs and Flatwork 13.5 Remediation Techniques Chapter 14. Lateral Pressure on Earth Retaining Structures 14.1 Computation of Lateral Pressure from Expansive Soils 14.2 Testing for Measuring Lateral Swelling Pressure 14.3 Reduction of Lateral Swelling Pressure 14.4 Design for Lateral Earth Pressure References Symbols Abbreviations Index . |
Record Nr. | UNINA-9910140474003321 |
Hoboken, New Jersey : , : Wiley, , 2015 | ||
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Lo trovi qui: Univ. Federico II | ||
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Foundation engineering for expansive soils / / John D. Nelson [and three others] ; cover image, Adrian Morgan |
Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2015 |
Descrizione fisica | 1 online resource (xxv, 385 pages : illustrations |
Disciplina | 624.151 |
Soggetto topico |
Soil-structure interaction
Swelling soils Foundations |
ISBN |
1-118-41529-9
1-118-99609-7 1-118-41799-2 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Machine generated contents note: Preface Chapter 1. Introduction 1.1 Purpose 1.2 Organization 1.3 Terminology Chapter 2. Nature of Expansive Soils 2.1 Microscale Aspects of Expansive Soil Behavior 2.2 Macroscale Aspects of Expansive Soil Behavior 2.3 Identification of Expansive Soils 2.4 Characteristics of Expansive Soil Profiles Chapter 3. Site Investigation 3.1 Program of Exploration 3.2 Forensic Investigation Chapter 4. Soil Suction 4.1 Soil Suction Components 4.2 Soil Water Characteristic Curve 4.3 Measurement of Matric Suction 4.4 Measurement of Osmotic Suction 4.5 Measurement of Total Suction Chapter 5. State of Stress and Constitutive Relationships 5.1 State of Stress and Stress State Variables 5.2 Stress-Volume Relationships 5.3 Stress-Water Relationships Chapter 6. Oedometer Testing 6.1 Consolidation-Swell and Constant Volume Tests 6.2 Correction of Oedometer Test Data 6.3 Relationship Between CS and CV Swelling Pressures (The "m Method") 6.4 Factors Influencing Oedometer Test Results Chapter 7. Water Migration in Expansive Soils 7.1 Water Flow in Unsaturated Soils 7.2 Depth and Degree of Wetting 7.3 Determination of Final Water Content Profiles For Design 7.4 Challenges in Water Migration Modeling for Expansive Soils Chapter 8. Computation of Predicted Heave 8.1 Oedometer Methods 8.2 Soil Suction Methods 8.3 Empirical Methods 8.4 Progression of Heave with Time 8.5 Free-Field Surface Movement for Shrink-Swell Soils 8.6 Discussion of Heave Prediction Chapter 9. General Considerations for Foundation and Floor Design 9.1 Risk and Life Cycle Costs 9.2 Foundation Alternatives 9.3 Factors Influencing Design of Structures on Expansive Soils 9.4 Remedial Measures Chapter 10. Soil Treatment and Moisture Control 10.1 Overexcavation and Replacement 10.2 Prewetting Method 10.3 Chemical Admixtures 10.4 Moisture Control Alternatives 10.5 Summary of Soil Treatment Methods Chapter 11. Design Methods for Shallow Foundations 11.1 Spread Footing Foundations 11.2 Stiffened Slab Foundations 11.3 Remedial Measures for Shallow Foundations Chapter 12. Design Methods for Deep Foundations 12.1 Pier and Grade Beam Foundation 12.2 Patented Piers 12.3 Deep Foundation Design Examples 12.4 Remedial Measures for Deep Foundations Chapter 13. Floors and Exterior Flatwork 13.1 Slabs-on-Grade 13.2 Stiffened Slabs 13.3 Structural Floors 13.4 Exterior Slabs and Flatwork 13.5 Remediation Techniques Chapter 14. Lateral Pressure on Earth Retaining Structures 14.1 Computation of Lateral Pressure from Expansive Soils 14.2 Testing for Measuring Lateral Swelling Pressure 14.3 Reduction of Lateral Swelling Pressure 14.4 Design for Lateral Earth Pressure References Symbols Abbreviations Index . |
Record Nr. | UNINA-9910816662103321 |
Hoboken, New Jersey : , : Wiley, , 2015 | ||
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Lo trovi qui: Univ. Federico II | ||
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Infrastructure systems for nuclear energy / / editors Thomas T. Hsu, Jui-Liang Lin, Chiun-lin Wu |
Pubbl/distr/stampa | Chichester, England : , : Wiley, , 2014 |
Descrizione fisica | 1 online resource (590 p.) |
Disciplina | 621.48 |
Altri autori (Persone) |
HsuThomas T. C <1933-> (Thomas Tseng Chuang)
LinJui-Liang WuChiun-lin |
Soggetto topico |
Nuclear power plants - Earthquake effects
Reinforced concrete construction - Design and construction Nuclear power plants - Design and construction Nuclear power plants - Asia Nuclear facilities - Earthquake effects |
ISBN |
1-118-53625-8
1-118-53626-6 1-118-53627-4 |
Classificazione | TEC009020 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Title Page; Copyright; Contents; List of Contributors; Preface; Acronyms; Chapter 1 Introduction; 1.1 International Workshop on Infrastructure Systems for Nuclear Energy; 1.2 Overview of Nuclear Power Plants; 1.3 Infrastructure for Nuclear Power Industry; 1.3.1 Technological Infrastructure; 1.3.2 Regulatory Infrastructure; 1.3.3 Computer Technology Infrastructure; 1.3.4 Human Infrastructure; 1.4 Containment Structures; 1.4.1 The Pressurized Water Reactors; 1.4.2 The Boiling Water Reactors; 1.4.3 Design and Testing Requirements; 1.5 Nuclear Waste Storage Facilities
1.5.1 Spent Fuel Pools1.5.2 Operation; 1.5.3 Dry Cask Storage; Part One Infrastructure for Nuclear Power Industry; Chapter 2 Current Status and Future Role of Nuclear Power; 2.1 Introduction; 2.1.1 World Population Aspects; 2.1.2 World Climate Aspects; 2.1.3 Contribution of Nuclear Power to the World's Energy Mix and Energy Security; 2.2 Installed Nuclear Power Capacity in 2011; 2.2.1 Power Up-rates of NPPs; 2.2.2 Operational Issues Caused by Power Up-rates; 2.2.3 Licensing Aspects for Continued Operation of Current Generation NPPs; 2.2.4 Nuclear Fuel Supply; 2.2.5 Radioactive Waste Aspects 2.2.6 Operational and Economic Features of NPPs2.2.7 Knowledge Management, Training, and Personnel Requirements; 2.2.8 Currently Operating Nuclear Power Plant Designs and Status; 2.2.8.1 Generation I NPPs; 2.2.8.2 Generation II NPPs; 2.2.8.3 Generation III and III+ NPPs; 2.2.8.4 Generation IV; 2.2.9 Nuclear Fuel Core Damage Frequency (CDF); 2.3 Discussion; 2.4 Conclusions; 2.5 Further Reading; References; Chapter 3 Seismic Probabilistic Risk Assessment for Nuclear Power Plants; 3.1 Introduction; 3.2 Conventional SPRA Methodologies; 3.2.1 Seismic Hazard Analysis 3.2.2 Component Fragility Evaluation3.2.3 Plant-System and Accident-Sequence Analysis; 3.2.3.1 Event Trees; 3.2.3.2 Fault Trees; 3.2.4 Consequence Analysis; 3.3 The Methodology of Huang et al.; 3.3.1 Step 1: Analysis of Plant Systems and Accident Sequences; 3.3.2 Step 2: Characterization of Seismic Hazard; 3.3.3 Step 3: Simulation of Structural Responses; 3.3.4 Step 4: Damage Assessment of NPP Components; 3.3.5 Step 5: Risk Computation; 3.4 Summary and Conclusions; References; Chapter 4 Seismic Abatement Method for Nuclear Power Plants and Seismic-Isolation Systems for Structural Elements 4.1 Main Principles of the Method4.2 Theorem and Proof; 4.3 Finite Element Construction; 4.4 Pros and Cons of the Method; 4.4.1 Advantages of the Method; 4.4.2 Disadvantages of the Method; 4.5 Application of the Method to Seismic Isolation Design of Whole Building; 4.6 Seismic Isolation Devices to Protect Various Elements and Units; 4.7 Applications; 4.8 Conclusions; References; Chapter 5 Framework for Design of Next-Generation Base-Isolated Nuclear Structures; 5.1 Introduction; 5.2 Development of Seismic Isolation Systems; 5.2.1 Applications of Seismic Isolation; 5.2.2 Seismic Isolator Units 5.3 Seismic Isolation of New Nuclear Power Plant Structures |
Record Nr. | UNINA-9910140185003321 |
Chichester, England : , : Wiley, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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