| | Structural Design Criteria for Buildings |
| | 0,24 | | MB |
| | 80 | | stron |
| | 5041 | | ID | UNITED STATES ARMY CORPS OF ENGINEERS |
| | 1999 | | rok |
| | Table of Contents |
| | CHAPTER 1. GENERAL |
| | 1-1. PURPOSE AND SCOPE. 1-1 |
| | 1-2. APPLICABILITY. 1-1 |
| | 1-3. REFERENCES. 1-1 |
| | 1-4. BACKGROUND . 1-1 |
| | 1-5. ALTERNATIVE AND SPECIAL DESIGNS . 1-2 |
| | 1-6. DESIGN LOADS . 1-2 |
| | 1-7. COMBINATION OF LOAD EFFFECTS 1-3 |
| | 1-8. STRENGH AND SERVICEABILITY PERFORMANCE OBJECTIVES. 1-4 |
| | 1-9. LOAD PATH CONTINUITY AND INTEGRITY 1-4 |
| | 1-10. OVERSEAS CONSTRUCTION 1-4 |
| | 1-11. SERVICE LIFE. 1-4 |
| | 1-12. STABILITY. 1-4 |
| | 1-13. SPECIAL INSPECTIONS. 1-5 |
| | CHAPTER 2. BASIC STRUCTRAL SYSTEMS FOR BUILDINGS |
| | 2-1. SELECTION OF STRUCTURAL SYSTEM. 2-1 |
| | 2-2. COMMONLY USED STRUCTURAL SYSTEMS. 2-1 |
| | 2-3. BUILDING SYSTEM USE IN MILITARY CONSTRUCTION . 2-3 |
| | 2-4. CHARACTERISTICS IMPORTANT TO BUILDING PERFORMANCE . 2-4 |
| | CHAPTER 3. FOOTINGS AND FOUNDATIONS |
| | 3-1. GENERAL . 3-1 |
| | 3-2. DESIGN 3-1 |
| | 3-3. FOUNDATIONS AND SOIL INVESTIGATIONS . 3-1 |
| | 3-4. ALLOWABLE LOAD-BEARING VALUES AND LATERAL SLIDING RESISTANCE OF SOILS . 3- |
| | 1 |
| | 3-5. FOOTINGS AND FOUNDATIONS 3-1 |
| | 3-6. DEEP FOUNDATIONS . 3-2 |
| | 3-7. FOUNDATIONS FOR MACHINERY 3-4 |
| | 3-8. SPECIAL INSPECTIONS . 3-5 |
| | CHAPTER 4. CONCRETE STRUCTURE DESIGN REQUIREMENTS |
| | 4-1. INTRODUCTION 4-1 |
| | 4-2. BASIS FOR DESIGN 4-1 |
| | 4-3. EARTHQUAKE RESISTANT DESIGN 4-1 |
| | 4-4. DESIGN STRENGTHS . 4-1 |
| | 4-5. DESIGN CHOICES 4-2 |
| | 4-6. SEVICEABILITY . 4-2 |
| | 4-7. LOAD PATH INTEGRITY 4-5 |
| | 4-8. DETAILING REQUIREMENTS 4-8 |
| | 4-9. SPECIAL INSPECTIONS 4-9 |
| | CHAPTER 5. SLABS ON GRADE |
| | 5-1. INTRODUCTION 5-1 |
| | 5-2. BASIS FOR DESIGN 5-1 |
| | 5-3. SERVICEABILITY 5-2 |
| | 5-4. SHRINKAGE COMPENSATING CONCRETE . 5-7 |
| | 5-5. POST-TENSIONED SLABS . 5-7 |
| | 5-6. SPECIAL TESTS AND SPECIAL INSPECTIONS 5-7 |
| | CHAPTER 6. MASONRY |
| | 6-1. INTRODUCTION. 6-1 |
| | 6-2. BASIS FOR DESIGN 6-1 |
| | 6-3. SERVICEABILITY 6-1 |
| | 6-4. LOAD PATH INTEGRITY . 6-1 |
| | 6-5. SPECIAL INSPECTIONS 6-1 |
| | CHAPTER 7. STEEL STRUCTURE DESIGN REQUIREMENTS |
| | 7-1. INTRODUCTION . 7-1 |
| | 7-2. GENERAL . 7-1 |
| | 7-3. BASIS FOR DESIGN . 7-1 |
| | 7-4. SERVICEABILITY 7-2 |
| | 7-5. LOAD PATH INTEGRITY 7-3 |
| | 7-6. SPECIAL INSPECTIONS 7-4 |
| | CHAPTER 8. STRUCTURAL WELDING |
| | 8-1. INTRODUCTION . 8-1 |
| | 8-2. BASIS FOR DESIGN 8-1 |
| | 8-3. ARC WELDING PROCESSES . . 8-1 |
| | 8-4. WELDING POSITIONS . 8-1 |
| | 8-5. WELDMENTS SUBJECTED TO EARTHQUAKE AND CYCLIC LOADING CONDITIONS . 8-1 |
| | 8-6. WELDMENT STRENGTH AND DUCTILITY . 8-2 |
| | 8-7. ENVIRONMENTAL FACTORS IMPORTANT TO WELDMENT PERFORMANCE 8-2 |
| | 8-8. SPECIAL INSPECTIONS 8-2 |
| | CHAPTER 9. METAL ROOFING AND METAL (STEEL) DECK DIAPHRAGMS |
| | 9-1. INTRODUCTION . 9-1 |
| | 9-2. METAL ROOFING . 9-1 |
| | 9-3. METAL DECK DIAPHRAGMS . 9-1 |
| | 9-4. BASIS FOR DESIGN . 9-2 |
| | 9-5. METAL DECK DIAPHRAGMS - STIFFNESS FOR ANALYSIS . 9-2 |
| | 9-6. SPECIAL INSPECTIONS 9-3 |
| | CHAPTER 10. METAL BUILDING SYSTEMS |
| | 10-1. INTRODUCTION . 10-1 |
| | 10-2. METAL BUILDING OPTIMIZATION 10-1 |
| | 10-3. BASIS FOR DESIGN 10-1 |
| | 10-4. STRENGTH AND SERVICEABILITY ISSUES . 10-2 |
| | 10-5. DESIGN RESPONSIBILITY. 10-2 |
| | 10-6. SPECIAL INSPECTIONS . 10-3 |
| | CHAPTER 11. WOOD STRUCTURE DESIGN REQUIREMENTS |
| | 11-1. INTRODUCTION . 11-1 |
| | 11-2. BASIS FOR DESIGN 11-1 |
| | 11-3. SERVICABLITY REQUIREMENTS . 11-1 |
| | 11-4. SPECIAL INSPECTIONS . 11-2 |
| | CHAPTER 12. BUILDINGS SUBJECT TO SEVERE ENVIRONMENTS AN EXPLOSIVE EFFECTS |
| | 12-1. INTRODUCTION . 12-1 |
| | 12-2. STEEL STRUCTURES IN CORROSIVE ENVIRONMENTS 12-1 |
| | 12-3. STEEL STRUCTURES EXPOSED TO EXTREME |
| | CLIMATIC CONDITIONS . 12-2 |
| | 12-4. STEEL STRUCTURES SUBJECTED TO |
| | ELEVATED TEMPERATURES . 12-2 |
| | 12-5. CONCRETE STRUCTURES IN CORROSIVE ENVIRONMENTS . 12-2 |
| | 12-6. CONCRETE STRUCTURES PROTECTING THE ENVIRONMENT. 12-3 |
| | 12-7. CONCRETE BLAST RESISTANT STRUCTURES. 12-3 |
| | CHAPTER 13. SPECIAL CONSTRUCTION |
| | 13-1. INTRODUCTION . 13-1 |
| | 13-2. NEW MATERIALS AND METHODS . 13-1 |
| | 13-3. SPECIAL CONSTRUCTION STANDARDS 13-1 |
| | 13-4. ALUMINUM STRUCTURES . 13-1 |
| | 13-5. MEMBRANE STRUCTURES 13-1 |
| | 13-6. GLASS FIBER REINFORCED CONCRETE, |
| | FIBER COMPOSITES AND REINFORCED PLASTICS . 13-2 |
| | APPENDIX A REFERENCES |
| | APPENDIX B BIBLIOGRAPHY |