American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities [[electronic resource] /] / ASCE, SEI, Structural Engineering Institute of the American Society of Civil Engineers

• Pubblicazione: Reston, VA, : American Society of Civil Engineers, c2005
• Descrizione fisica: 1 online resource (98 p.)
• Disciplina: 621.48/32
• Soggetto topico: Nuclear power plants - Earthquake effects; Earthquake resistant design
• Soggetto genere / forma: Electronic books.
• Note generali: "ASCE/SEI 43-05".; "This document uses both the International System of Units (SI) and customary units."
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: ""Contents""; ""List of Figures""; ""List of Tables""; ""Foreword""; ""Acknowledgments""; ""Acronyms/Notation""; ""Definitions""; ""Standard""; ""1.0 Introduction""; ""1.1 Overview of the Seismic Design Criteria""; ""1.2 Use of ASCE Standard 43-05 with Other Codes and Standards""; ""1.3 Alternative Methods to Meet Intent of this Standard""; ""2.0 Earthquake Ground Motion""; ""2.1 Seismic Hazard Evaluation""; ""2.2 Development of DBE Ground Motion""; ""2.3 Method to Define the Design Response Spectra at Various Depths in the Site Profile"" ; ""2.4 Criteria for Developing Synthetic or Modified Recorded Time Histories""""3.0 Evaluation of Seismic Demand""; ""3.1 Introduction""; ""3.2 Linear Analysis""; ""3.3 Nonlinear Analysis""; ""3.4 Modeling and Input Parameters""; ""4.0 Evaluation of Structural Capacity""; ""4.1 Structural Systems""; ""4.2 Structural Capacities""; ""4.3 Deformation and Rotation Capacities""; ""5.0 Load Combinations and Acceptance Criteria for Structures""; ""5.1 Load Combinations""; ""5.2 Acceptance Criteria""; ""6.0 Ductile Detailing Requirements""; ""6.1 Steel Structures""; ""6.2 Reinforced Concrete"" ; ""6.3 Anchorage""""7.0 Special Considerations""; ""7.1 Rocking and Sliding of Unanchored Rigid Bodies""; ""7.2 Building Sliding and Overturning""; ""7.3 Seismic Separation""; ""7.4 Seismic Design Considerations for Foundation Elements""; ""7.5 Unreinforced Masonry Used as Movable Partitions, Barriers, and Radiation Shielding""; ""7.6 Provisions for Construction Effects""; ""8.0 Equipment and Distribution Systems""; ""8.1 Introduction""; ""8.2 Qualification by Analysis""; ""8.3 Qualification by Testing and Experience Data""; ""9.0 Seismic Quality Provisions"" ; ""9.1 Design Verification and Independent Peer Review""""9.2 Structural Observation, Inspection, and Testing""; ""9.3 Quality Assurance""; ""Appendix A""; ""A.0 Approximate Methods for Sliding and Rocking of an Unanchored Rigid Body""; ""A.1 Approximate Method for Sliding of an Unanchored Rigid Body""; ""A.2 Approximate Method for Rocking of an Unanchored Rigid Body""; ""Appendix B""; ""B.0 Commentary on and Examples of Approximate Methods for Sliding and Rocking of an Unanchored Rigid Body""; ""B.1 Approximate Method for Sliding of an Unanchored Rigid Body"" ; ""B.2 Approximate Method for Rocking of an Unanchored Rigid Body""""B.3 Example Problems: Rigid Body Rocking and Sliding""; ""B.3.1 Rigid Body Rocking Example""; ""B.3.2 Rigid Body Sliding Example""; ""References for Appendix B.0""; ""Commentary""; ""C1.0 Introduction""; ""C1.1 Overview of the Seismic Design Criteria""; ""C1.2 Use of ASCE Standard 43-05 with Other Codes and Standards""; ""C1.3 Alternative Methods to Meet Intent of this Standard""; ""References for Section C1.0""; ""C2.0 Earthquake Ground Motion""; ""C2.2 Development of Design Basis Earthquake Ground Motion"" ; ""C2.3 Method to Define the Design Response Spectra at Various Depths in the Site Profile""
• Altri titoli varianti: Seismic design criteria for structures, systems, and components in nuclear facilities
• Titolo autorizzato: American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities
• ISBN: 0-7844-7113-4
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910458856403321
• Lo trovi qui: Univ. Federico II