Perspectives on European Earthquake Engineering and Seismology Volume 1
Civil Engineering; Natural Hazards; Geotechnical Engineering & Applied Earth Sciences Industry Sec; 2ECEES; Earthquake Engineering; Performance Based Design and Earthquake Engineering; Irregular Buildings and Earthquakes; Historical Structures and Earthquakes; Precast Buildings and Earthquakes;...
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| Main Author | |
|---|---|
| Format | eBook |
| Language | English |
| Published |
Cham
Springer Nature
2015
Springer Springer International Publishing AG Springer International Publishing Springer Open |
| Edition | 1 |
| Series | Geotechnical, Geological and Earthquake Engineering, Vol. 34 |
| Subjects | |
| Online Access | Get full text |
| ISBN | 3319071173 9783319071176 9783319071183 3319071181 9783319727899 3319727893 |
| DOI | 10.1007/978-3-319-07118-3 |
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| Abstract | Civil Engineering; Natural Hazards; Geotechnical Engineering & Applied Earth Sciences Industry Sec; 2ECEES; Earthquake Engineering; Performance Based Design and Earthquake Engineering; Irregular Buildings and Earthquakes; Historical Structures and Earthquakes; Precast Buildings and Earthquakes; Bridge Design and Earthquakes |
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| AbstractList | This book collects 5 keynote and 15 topic lectures presented at the 2nd European Conference on Earthquake Engineering and Seismology (2ECEES), held in Istanbul, Turkey, from August 24 to 29, 2014. The conference was organized by the Turkish Earthquake Foundation - Earthquake Engineering Committee and Prime Ministry, Disaster and Emergency Management Presidency under the auspices of the European Association for Earthquake Engineering (EAEE) and European Seismological Commission (ESC). The book's twenty state-of-the-art papers were written by the most prominent researchers in Europe and address a comprehensive collection of topics on earthquake engineering, as well as interdisciplinary subjects such as engineering seismology and seismic risk assessment and management. Further topics include engineering seismology, geotechnical earthquake engineering, seismic performance of buildings, earthquake-resistant engineering structures, new techniques and technologies and managing risk in seismic regions. The book also presents the Third Ambraseys Distinguished Award Lecture given by Prof. Robin Spence in honor of Prof. Nicholas N. Ambraseys. The aim of this work is to present the state-of-the art and latest practices in the fields of earthquake engineering and seismology, with Europe's most respected researchers addressing recent and ongoing developments while also proposing innovative avenues for future research and development. Given its cutting-edge content and broad spectrum of topics, the book offers a unique reference guide for researchers in these fields. Audience: This book is of interest to civil engineers in the fields of geotechnical and structural earthquake engineering; scientists and researchers in the fields of seismology, geology and geophysics. Not only scientists, engineers and students, but also those interested in earthquake hazard assessment and mitigation will find in this book the most recent advances. Civil Engineering; Natural Hazards; Geotechnical Engineering & Applied Earth Sciences Industry Sec; 2ECEES; Earthquake Engineering; Performance Based Design and Earthquake Engineering; Irregular Buildings and Earthquakes; Historical Structures and Earthquakes; Precast Buildings and Earthquakes; Bridge Design and Earthquakes |
| Author | Ansal, Atilla |
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| Snippet | Civil Engineering; Natural Hazards; Geotechnical Engineering & Applied Earth Sciences Industry Sec; 2ECEES; Earthquake Engineering; Performance Based Design... This book collects 5 keynote and 15 topic lectures presented at the 2nd European Conference on Earthquake Engineering and Seismology (2ECEES), held in... |
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| SubjectTerms | 2ECEES Bridge Design and Earthquakes Civil Engineering Earth Sciences, Geography, Environment, Planning Earthquake Engineering Engineering Engineering: general Geology Geotechnical Engineering & Applied Earth Sciences Industry Sec Historical Structures and Earthquakes History History of engineering and technology Irregular Buildings and Earthquakes Natural Disasters Natural Hazards Nature Nonfiction Performance Based Design and Earthquake Engineering Precast Buildings and Earthquakes Science Seismology Technology Technology & Engineering Technology, Engineering, Agriculture, Industrial processes Technology: general issues The environment |
| SubjectTermsDisplay | Electronic books. Engineering. Nonfiction. Science. Technology. |
| Subtitle | Volume 1 |
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| TableOfContents | Intro -- Preface -- Contents -- Chapter 1: The Full-Scale Laboratory: The Practice of Post-Earthquake Reconnaissance Missions and Their Contribution to Earthq... -- 1.1 Introduction -- 1.2 Early Field Investigations -- 1.3 Mallet´s Investigation of the 1857 Neapolitan Earthquake -- 1.4 UNESCO Field Missions 1962-1980 -- 1.4.1 The M=6.1 Skopje Earthquake of 26 July 1963 -- 1.4.2 The M=6.8 Varto-Üstükran Earthquake of 19 August 1966 -- 1.4.3 The M=7.1 Mudurnu Valley Earthquake of 22 July 1967 -- 1.4.4 The M=6.4 Pattan Earthquake of 28 December 1974 -- 1.4.5 The M=6.3 Gemona di Friuli Earthquake of 6 May 1976 -- 1.4.6 The M=7.2 Romania Earthquake of 4 March 1977 -- 1.5 EERI Learning from Earthquakes Programme (1972-2014) -- 1.5.1 Contributions to Structural Engineering -- 1.5.2 Contributions to Site Effects and Geotechnical Engineering -- 1.5.3 Contributions to Lifeline Engineering -- 1.5.4 Contributions to Social Science (and Urban Planning) -- 1.5.5 Use of Information Technology -- 1.6 EEFIT (1982-2014) -- 1.7 Other Post-Earthquake Field Reconnaissance Teams -- 1.7.1 Japanese Society for Civil Engineering (JSCE) -- 1.7.2 German Task Force (GTF) -- 1.7.3 AFPS (Association Francaise du Genie Parasismique) -- 1.8 Some Contributions of Post-Earthquake Field Missions to Earthquake Engineering -- 1.8.1 Understanding Performance of Non-engineered Structures -- 1.8.2 Understanding Human Casualties -- 1.8.3 Assembly of Data on Earthquake Consequences -- 1.8.4 GEM Earthquake Consequences Database -- 1.8.5 Post-Earthquake Image Archives -- 1.8.6 Use and Limitations of Remote Sensing -- 1.9 The Future of Earthquake Field Missions -- 1.10 Conclusions -- References -- Chapter 2: Rapid Earthquake Loss Assessment After Damaging Earthquakes -- 2.1 Introduction -- 2.2 Earthquake Loss Estimation Methodology -- 2.2.1 Ground Motion 4.6.1 Capacity of the Beam-Column Connection with Dowels Embedded Deep in the Concrete Core -- 4.6.2 Capacity of the Beam-Column Connections with Dowels Placed Close to the Edge of the Column -- 4.7 Cyclic Response of Typical Cladding-to-Structure Connections -- 4.8 Higher Modes Effects in Multi-Storey Precast Industrial Buildings -- 4.9 Seismic Collapse Risk of Precast Industrial Buildings -- 4.9.1 Seismic Collapse Risk of Single-Storey Precast Industrial Buildings with Strong Connections -- 4.9.2 Seismic Collapse Risk of Multi-Storey Precast Industrial buildings with Strong and Weak Connections -- 4.10 Eurocode 8 Implications -- 4.11 Conclusions -- References -- Chapter 5: The Role of Site Effects at the Boundary Between Seismology and Engineering: Lessons from Recent Earthquakes -- 5.1 Introduction -- 5.2 How Reliable Are ``Free-Field´´ Strong Motion Recordings? -- 5.2.1 Housing and City-Soil Effects -- 5.2.2 Over-Correction of Displacements -- 5.2.3 Spurious Transient in Strong Motion Recordings -- 5.3 Comparison Between Code Spectra and Observed Strong Motion -- 5.4 When Reality Is Far from Models -- 5.4.1 Need for Nanozonation? -- 5.4.2 Velocity Inversions -- 5.4.3 The Role of Topographic Amplification -- 5.4.4 The Role of Non-linearity -- 5.4.5 Vertical Component and P-Wave Amplification -- 5.4.6 Time Distribution of Seismic Actions -- 5.5 A Look to the Future -- References -- Chapter 6: Seismic Analysis and Design of Bridges with an Emphasis to Eurocode Standards -- 6.1 Introduction -- 6.2 The Strength and the Effective Stiffness - The Equal Displacement Rule -- 6.3 The Nonlinear Static Pushover Analysis -- 6.3.1 Specifics of the N2 Method When Applied to the Analysis of Bridges -- 6.3.1.1 Distribution of the Lateral Load -- 6.3.1.2 The Choice of the Reference Point -- 6.3.1.3 Idealization of the Pushover Curve, Target Displacement 7.5.5 Cyclic Plastic (Chord) Rotation Capacity 2.2.2 Direct Physical Damage to Building Stock -- 2.2.2.1 Inventory -- 2.2.2.2 Fragility Functions -- 2.2.3 Casualties as Direct Social Losses -- 2.2.4 Estimation of Economic Losses -- 2.2.5 Uncertainties in Loss Estimation -- 2.3 Earthquake Loss Estimation Software Tools -- 2.3.1 HAZUS -- 2.3.2 EPEDAT -- 2.3.3 SIGE -- 2.3.4 KOERILOSS -- 2.3.5 ESCENARIS -- 2.3.6 CAPRA -- 2.3.7 LNECLOSS -- 2.3.8 SELENA -- 2.3.9 DBELA -- 2.3.10 EQSIM -- 2.3.11 QUAKELOSS -- 2.3.12 NHEMATIS -- 2.3.13 EQRM -- 2.3.14 OSRE -- 2.3.15 ELER -- 2.3.16 MAEVIZ -- 2.4 Earthquake Rapid Loss Assessment Systems -- 2.4.1 PAGER (Prompt Assessment of Global Earthquakes for Response) -- 2.4.1.1 Process -- 2.4.1.2 Building and Population Inventories and Fragilities -- 2.4.1.3 Economic Loss Estimation -- 2.4.2 GDACS: The Global Disaster Alert and Coordination System -- 2.4.3 WAPMERR-QLARM World Agency of Planetary Monitoring and Earthquake Risk Reduction -- 2.4.4 ELER: Earthquake Loss Estimation -- 2.4.4.1 Demographic and Building Inventory -- 2.4.4.2 Building Damage Estimation -- 2.4.4.3 Casualty Estimation -- 2.4.5 SELENA: Seismic Loss Computation Engine -- 2.5 Local Earthquake Rapid Loss Assessment Systems -- 2.5.1 Earthquake Rapid Reporting System in Taiwan -- 2.5.2 Istanbul Earthquake Rapid Response System -- 2.5.3 IGDAS: Istanbul Natural Gas Earthquake Response System -- 2.5.4 REaltime Assessment of Earthquake Disaster in Yokohama (READY) -- 2.5.5 Tokyo Gas: Supreme System -- 2.6 Comments and Conclusions -- References -- Chapter 3: Existing Buildings: The New Italian Provisions for Probabilistic Seismic Assessment -- 3.1 Preamble -- 3.1.1 The Present Normative State and the Purpose of the New Document Issued by the National Research Council -- 3.1.2 The Content of the CNR Instructions -- 3.2 Methodological Aspects Common to All Typologies -- 3.2.1 Limit States 6.3.2 Applicability of the N2 Method -- 6.3.3 Alternative Pushover Methods of Analysis -- 6.3.3.1 The MPA Method -- 6.3.3.2 The IRSA Method -- 6.4 The Shear Strength of RC Columns -- 6.5 The Buckling of the Longitudinal Bars and Confinement of the Core of Cross-Sections -- 6.6 Conclusions and Final Remarks -- References -- Chapter 7: From Performance- and Displacement-Based Assessment of Existing Buildings per EN1998-3 to Design of New Concrete St... -- 7.1 The European Seismic Codes Before EN-Eurocode 8 -- 7.2 Performance-Based Earthquake Engineering -- 7.3 Displacement-Based Seismic Design or Assessment -- 7.4 Performance- and Displacement-Based Seismic Assessment of Existing Buildings in Part 3 of EN-Eurocode 8 -- 7.4.1 The Context -- 7.4.2 Performance Objectives -- 7.4.3 Compliance Criteria -- 7.4.4 Analysis for the Determination of Seismic Action Effects -- 7.4.4.1 General Principles -- 7.4.4.2 Effective Elastic Stiffness for the Analysis -- 7.4.4.3 Nonlinear Analysis -- 7.4.4.4 Linear Analysis for the Calculation of Seismic Deformations -- 7.4.5 Cyclic Plastic (Chord) Rotation Capacity for Verification of Flexural Deformations -- 7.4.5.1 ``Physical Model´´ Using Curvatures and Plastic Hinge Length -- 7.4.5.2 Empirical Rotation Capacity: Sections with Rectangular Parts -- 7.4.6 Cyclic Shear Resistance -- 7.4.6.1 Diagonal Tension Strength After Flexural Yielding -- 7.4.6.2 Diagonal Compression Strength of Squat Walls and Columns -- 7.5 Performance- and Displacement-Based Seismic Design of New Concrete Structures in the 2010 Model Code of fib -- 7.5.1 Introduction -- 7.5.2 Performance Objectives -- 7.5.3 Compliance Criteria -- 7.5.4 Analysis for the Determination of Seismic Action Effects -- 7.5.4.1 Effective Elastic Stiffness for the Analysis -- 7.5.4.2 Nonlinear Analysis -- 7.5.4.3 Linear Analysis for the Calculation of Seismic Deformations 3.2.2 Target Performances -- 3.2.3 Seismic Action -- 3.2.4 Knowledge Acquisition -- 3.2.5 Uncertainty Modeling -- 3.2.6 Structural Analysis and Modeling -- 3.2.7 Identification of LS Exceedance -- 3.2.7.1 Light Damage -- 3.2.7.2 Severe Damage -- 3.2.7.3 Collapse -- 3.2.8 Assessment Methods -- 3.2.8.1 Method A: Incremental Dynamic Analysis on the Complete Model -- 3.2.8.2 Method B: Incremental Dynamic Analysis on an Equivalent Single Degree-of-Freedom Oscillator -- 3.2.8.3 Method C: Non-linear Static Analysis and Response Surface -- 3.3 RC Specific Provisions -- 3.3.1 Response Models -- 3.3.2 Capacity Models -- 3.3.2.1 Biaxial Verification -- 3.4 Example Application to an RC Building -- 3.4.1 Premise -- 3.4.2 Description of the Structure -- 3.4.3 Seismic Action -- 3.4.4 Preliminary Analysis and Test Results -- 3.4.5 Structural Modeling -- 3.4.6 Uncertainty Modeling -- 3.4.7 Method B and Response Analysis via Modal Pushover -- 3.4.8 Results -- 3.5 Conclusions -- References -- Chapter 4: Seismic Response of Precast Industrial Buildings -- 4.1 Introduction -- 4.2 Post-Earthquake Inspections -- 4.3 Past Research - General Overview -- 4.4 European Research in Support of the Eurocode-8 Developments -- 4.4.1 Cyclic and PSD Tests of Precast Columns in Socket Foundations (ASSOBETON) -- 4.4.2 Comparison of the Seismic Response of the Precast and Cast-In-Situ Portal Frame (ECOLEADER) -- 4.4.3 PRECAST - Seismic Behaviour of Precast Concrete Structure with Respect to EC8 -- 4.4.4 SAFECAST - Performance of Innovative Mechanical Connections in Precast Building Structures Under Seismic Conditions -- 4.4.5 SAFECLADDING - Improved Fastening Systems of Cladding Wall Panels of Precast Buildings in Seismic Zones -- 4.5 Modelling of the Inelastic Seismic Response of Slender Cantilever Columns -- 4.6 Cyclic Response of Beam-to-Column Dowel Connections |
| Title | Perspectives on European Earthquake Engineering and Seismology |
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