Seismic evaluation of existing buildings [[electronic resource] /] / American Society of Civil Engineers

• Pubblicazione: Reston, Va., : American Society of Civil Engineers, c2003
• Descrizione fisica: 1 online resource (447 p.)
• Disciplina: 693.852
• Soggetto topico: Buildings - Earthquake effects; Earthquake resistant design - Evaluation
• Soggetto genere / forma: Electronic books.
• Note generali: "SEI/ASCE 31/03."
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: ""Contents""; ""1.0 General Provisions""; ""1.1 Scope""; ""1.2 Basic Requirements""; ""1.3 Definitions""; ""1.4 Notation""; ""1.5 References""; ""2.0 Evaluation Requirements""; ""2.1 General""; ""2.2 Level of Investigation Required""; ""2.3 Site Visit""; ""2.4 Level of Performance""; ""2.5 Level of Seismicity""; ""2.6 Building Type""; ""3.0 Screening Phase (Tier 1)""; ""3.1 General""; ""3.2 Benchmark Buildings""; ""3.3 Selection and Use of Checklists""; ""3.4 Further Evaluation Requirements""; ""3.5 Tier 1 Analysis""; ""3.6 Level of Low Seismicity Checklist""; ""3.7 Structural Checklists"" ; ""3.8 Geologic Site Hazards And Foundations Checklist""""3.9 Nonstructural Checklists""; ""4.0 Evaluation Phase (Tier 2)""; ""4.1 General""; ""4.2 Tier 2 Analysis""; ""4.3 Procedures for Building Systems""; ""4.4 Procedures for Lateral-Force-Resisting Systems""; ""4.5 Procedures for Diaphragms""; ""4.6 Procedures for Connections""; ""4.7 Procedures for Geologic Site Hazards and Foundations""; ""4.8 Procedures for Nonstructural Components""; ""5.0 Detailed Evaluation Phase (Tier 3)""; ""5.1 General""; ""5.2 Available Procedures""; ""5.3 Selection of Detailed Procedures"" ; ""Appendix A: Examples""""A1.0 Example 1: Building Type W1: Wood Light Frame""; ""A2.0 Example 2: Building Type S1A: Steel Moment Frame with Flexible Diaphragms""; ""A3.0 Example 3: Building Type C3: Concrete Frame with Infill Masonry Shear Walls and Stiff Diaphragms""; ""A4.0 Example 4: Building Type RM2: Reinforced Masonry Bearing Wall Building with Stiff Diaphragms""; ""A5.0 Example 5: Building Type W2: Wood Frame, Commercial and Industrial""; ""A6.0 Example 6: Building Type S2: Steel Braced Frame with Stiff Diaphragms"" ; ""A7.0 Example 7: Building Type URM: Unreinforced Masonry Bearing Wall Building with Flexible Diaphragms""""Appendix B: Summary Data Sheet""; ""Index""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""J""; ""L""; ""M""; ""O""; ""P""; ""Q""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""
• Titolo autorizzato: Seismic evaluation of existing buildings
• ISBN: 0-7844-7099-5
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910458100903321
• Lo trovi qui: Univ. Federico II