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Lewin's genes XII / Yazar: Krebs, Jocelyn E.

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Basic Principles of Concrete Structures Yazar: Gu, Xianglin, Jin, Xianyu, Zhou, Yong

İçindekiler: “…Introduction -- Mechanical Properties of Concrete and Steel Reinforcement -- Bond and Anchorage -- Tension and Compression Behavior of Axially Loaded Members -- Bending Behavior of Flexural Members -- Compression and Tension Behavior of Eccentrically Loaded Members -- Shear -- Torsion -- Punching Shear and Bearing -- Prestressed Concrete Structures -- Serviceability of Concrete Structures -- Durability of Concrete Structures.…”
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Human Migration in the Arctic The Past, Present, and Future /

İçindekiler: “…Chapter 1 Introduction -- Part 1 Historical Approaches to (Im)migration in the Arctic -- Chapter 2 Historical Perspectives of the Environmental and Human Security in the Arctic -- Chapter 3 Nomadic Narratives of Sámi Peoples' Migration in Historic and Modern Times -- Chapter 4 Immigrant Women and Their Social Adaptation in the Arctic -- Part 2 Present Dialogue and Discourses -- Chapter 5 Newcomers to Ancestral Lands: Immigrant Pathways in Anchorage, Alaska -- Chapter 6 A 'Micro-Macro' Factor Analysis of the Determinants of Economic Integration of Immigrants: A Theoretical Approach -- Chapter 7 How to Enhance Immigrant Students' Participation in Arctic Schools? …”
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Design Procedures for the Use of Composites in Strengthening of Reinforced Concrete Structures State-of-the-Art Report of the RILEM Technical Committee 234-DUC /

İçindekiler: “….-6.3 Effects of fire and high temperature, by Emidio Nigro, Antonio Bilotta -- 6.4 Long term properties of FRP systems, by Joaquim Barros, Inês Costa -- 6.5 Anchorage systems for external strengthening with FRP, by Francesca Ceroni, Marisa Pecce -- 6.6. …”
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Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Yazar: (ASCE), American Society of Civil Engineers

İçindekiler: “…Cover -- Tips for Using This Standard -- Tips for Using the ASCE 7 Hazard Tool -- Brief Contents -- Contents -- Preface -- Acknowledgments -- Dedication -- Chapter 1: General -- 1.1 Scope -- 1.2 Definitions and Symbols -- 1.2.1 Definitions -- 1.2.2 Symbols -- 1.3 Basic Requirements -- 1.3.1 Strength and Stiffness -- 1.3.1.1 Strength Procedures -- 1.3.1.2 Allowable Stress Procedures -- 1.3.1.3 Performance-Based Procedures -- 1.3.1.3.1 Analysis -- 1.3.1.3.2 Project-Specific Performance Capability Testing -- 1.3.1.3.3 Documentation -- 1.3.1.3.4 Peer Review -- 1.3.2 Serviceability -- 1.3.3 Functionality -- 1.3.4 Self-Straining Forces and Effects -- 1.3.5 Analysis -- 1.3.6 Counteracting Structural Actions -- 1.3.7 Fire Resistance -- 1.4 General Structural Integrity -- 1.4.1 Load Path Connections -- 1.4.2 Lateral Forces -- 1.4.3 Connection to Supports -- 1.4.4 Anchorage of Structural Walls -- 1.4.5 Extraordinary Loads and Events -- 1.5 Classification of Buildings and Other Structures -- 1.5.1 Risk Categorization -- 1.5.2 Multiple Risk Categories -- 1.5.3 Toxic, Highly Toxic, and Explosive Substances -- 1.6 In Situ Load Tests -- 1.6.1 Load Test Procedure Specified Elsewhere -- 1.6.2 Load Test Procedure Not Specified Elsewhere -- 1.7 Consensus Standards and Other Referenced Documents -- Chapter 2: Combinations of Loads -- 2.1 General -- 2.2 Symbols -- 2.3 Load Combinations for Strength Design -- 2.3.1 Basic Combinations -- 2.3.2 Load Combinations Including Flood Load -- 2.3.3 Load Combinations Including Atmospheric Ice and Wind-on-Ice Loads -- 2.3.4 Load Combinations Including Self-Straining Forces and Effects -- 2.3.5 Load Combinations for Nonspecified Loads -- 2.3.6 Basic Combinations with Seismic Load Effects -- 2.3.7 Alternative Method for Loads from Water in Soil -- 2.4 Load Combinations for Allowable Stress Design -- 2.4.1 Basic Combinations.…”
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Blast Protection of Buildings. Yazar: Engineers, American Society of Civil

İçindekiler: “…6.3.1.4 Concrete Frame with Concrete Shear Wall Systems -- 6.3.1.5 Precast Tilt-Up with Concrete Shear Wall Systems -- 6.3.1.6 Reinforced Masonry Bearing/Shear Walls -- 6.4 RESPONSE CHARACTERISTICS -- 6.4.1 Close-In Effects -- 6.4.2 Far-Range Effects -- Chapter 7: PROTECTION OF SPACES -- 7.1 GENERAL PROVISIONS -- 7.2 WALLS AND SLABS ISOLATING INTERNAL THREATS -- 7.2.1 Scope -- 7.2.2 Threat Locations for Buildings with Controlled Access -- 7.2.3 Design Provisions for Walls and Slabs Isolating Internal Threats -- 7.2.4 Stairwell Enclosures -- 7.2.5 Hardened Plenums -- 7.2.5.1 Design Provisions for Hardened Plenums -- 7.3 SAFE HAVENS -- 7.3.1 Design Considerations -- 7.3.2 Applicable Loads and Performance -- 7.3.3 Resistance to Progressive Collapse -- 7.3.4 Location within Building -- 7.3.5 Accessibility to Egress -- 7.3.6 Fire Rating -- Chapter 8: EXTERIOR ENVELOPE -- 8.1 DESIGN INTENT -- 8.1.1 General -- 8.1.2 Exterior Structural Components -- 8.2 DESIGN PROCEDURES -- 8.2.1 General -- 8.2.2 Response Criteria -- 8.2.3 Analytical Methods -- 8.2.4 Balanced Design -- 8.2.5 Flying Fragments -- 8.3 FENESTRATION -- 8.3.1 General -- 8.3.2 Blast-Mitigating Window Systems -- 8.3.2.1 Glazing -- 8.3.2.2 Frame and Mullion Design -- 8.3.2.3 Connections and Anchorage -- 8.3.2.4 Rebound Loads -- 8.3.3 Curtain Wall Systems -- 8.3.4 Skylights -- 8.3.5 Operable Windows -- 8.3.6 Doors -- 8.3.6.1 Non-Blast-Resistant Doors -- 8.3.6.2 Public-Access Glass Doors -- 8.3.6.3 Oversized and Rollup Flexible Metal Doors -- 8.3.6.4 Other Doors -- 8.4 NON-LOAD-BEARING EXTERIOR WALLS -- 8.4.1 General -- 8.4.1.1 -- 8.4.1.2 -- 8.4.1.3 -- 8.4.1.4 -- 8.4.2 Cast-in-Place, Precast, and Tilt-Up Concrete Walls -- 8.4.3 Pretensioned and Posttensioned Concrete Wall Panels -- 8.4.4 Masonry Walls -- 8.4.4.1 -- 8.4.4.2 -- 8.4.4.3 -- 8.4.5 Steel Wall Systems -- 8.4.6 Other Wall Systems.…”
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Textbook of Seismic Design Structures, Piping Systems, and Components /

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