HIGH-RISE BUILDING STRUCTURES
CONTENTS CHAPTER 1: INTRODUCTION AIMS OF THE MANUAL THE EUROCODE SYSTEM THE RATIONALE BEHIND THE EUROCODE SYSTEM ROLE OF EC0 ASSUMPTIONS MADE IN EC0 USING EUROCODES AT A NATIONAL LEVEL SCOPE OF THE MANUAL GENERAL PRINCIPLES NOTATION AND TERMINOLOGY CHAPTER 2: BASIS OF STRUCTURAL DESIGN SCOPE COMMON TERMS AND DEFINITIONS USED IN EC0 AND EC2 TO EC9 SPECIAL TERMS RELATING TO DESIGN IN GENERAL TERMS RELATING TO ACTIONS TERMS RELATING TO MATERIAL AND PRODUCT PROPERTIES AND GEOMETRICAL DATA REQUIREMENTS BASIC REQUIREMENTS RELIABILITY MANAGEMENT DESIGN WORKING LIFE DURABILITY QUALITY MANAGEMENT PRINCIPLES OF LIMIT STATES DESIGN LIMIT STATE PRINCIPLES AND DESIGN SITUATIONS ULTIMATE LIMIT STATES SERVICEABILITY LIMIT STATES ACTIONS GENERAL AND CHARACTERISTIC VALUES OF ACTIONS CHARACTERISTIC VALUE OF A PERMANENT ACTION (GK) VALUES OF VARIABLE ACTIONS (QK) ACCIDENTAL ACTIONS (AD) GEOTECHNICAL ACTIONS VERIFICATION BY THE PARTIAL FACTOR METHOD 210 ULTIMATE LIMIT STATES 2101 GENERAL 2102 VERIFICATION OF STATIC EQUILIBRIUM AND RESISTANCE 2103 COMBINATION OF ACTIONS 2104 PARTIAL FACTORS FOR ACTIONS AND COMBINATIONS OF ACTIONS 211 SERVICEABILITY LIMIT STATES GENERAL 2112 VERIFICATION 2113 COMBINATION OF ACTIONS 2114 VERTICAL AND HORIZONTAL DEFORMATIONS 2115 VIBRATIONS CHAPTER 3: DENSITIES, SELF-WEIGHT AND IMPOSED LOADS IN BUILDINGS TERMS AND DEFINITIONS CLASSIFICATION OF ACTIONS SELF-WEIGHT IMPOSED LOADS DESIGN SITUATIONS PERMANENT LOADS SPECIFIC WEIGHTS OF CONSTRUCTION AND STORED MATERIALS SELF-WEIGHT OF CONSTRUCTION WORKS REPRESENTATION OF ACTIONS CHARACTERISTIC VALUES OF SELF-WEIGHT IMPOSED LOADS ON BUILDINGS LOAD ARRANGEMENTS CHARACTERISTIC VALUES OF IMPOSED LOADS – RESIDENTIAL, SOCIAL, COMMERCIAL AND ADMINISTRATION AREAS CHARACTERISTIC VALUES OF IMPOSED LOADS – AREAS FOR STORAGE AND INDUSTRIAL ACTIVITIES CHARACTERISTIC VALUES OF IMPOSED LOADS – GARAGES AND VEHICLE TRAFFIC AREAS (EXCLUDING BRIDGES) CHARACTERISTIC VALUES OF IMPOSED LOADS – ROOFS CHARACTERISTIC VALUES OF IMPOSED LOADS – HORIZONTAL LOADS ON PARAPETS AND PARTITION WALLS ACTING AS BARRIERS VEHICLE BARRIERS AND PARAPETS FOR CAR PARKS DETERMINATION OF HORIZONTAL CHARACTERISTIC FORCE HEIGHTS WHERE FORCES ARE CONSIDERED TO ACT CHAPTER 4: ACTIONS ON STRUCTURES EXPOSED TO FIRE STRUCTURAL FIRE DESIGN PROCEDURE INTRODUCTION 432 DESIGN FIRE SCENARIO(S) DESIGN FIRE TEMPERATURE ANALYSIS MECHANICAL ANALYSIS THERMAL ACTIONS FOR TEMPERATURE ANALYSIS NOMINAL TEMPERATURE-TIME CURVES NATURAL FIRE MODELS MECHANICAL ACTIONS FOR STRUCTURAL ANALYSIS ACTIONS FROM NORMAL TEMPERATURE DESIGN ADDITIONAL ACTIONS COMBINATION RULES FOR ACTIONS CHAPTER 5: SNOW LOADS SNOW LOADS SNOW LOAD ON THE GROUND CHARACTERISTIC VALUES OTHER REPRESENTATIVE VALUES FOR SNOW LOAD SNOW LOAD ON ROOFS NATURE OF THE LOAD SNOW LOAD ON THE ROOF SNOW LOAD SHAPE COEFFICIENTS LOCAL EFFECTS ROOFS WHERE DRIFTING OCCURS AT PROJECTIONS, OBSTRUCTIONS AND PARAPETS SNOW OVERHANGING THE EDGE OF A ROOF SNOW LOADS ON SNOW-GUARDS AND OTHER OBSTACLES BULK WEIGHT DENSITY OF SNOW CHAPTER 6: WIND ACTIONS DESIGN ASSISTED BY TESTING AND MEASUREMENT DEFINITIONS WIND VELOCITY AND PEAK VELOCITY PRESSURE BASIC WIND VELOCITY TERRAIN ROUGHNESS CLOSELY SPACED BUILDINGS AND OBSTACLES SIMPLIFIED PROCEDURE FOR PEAK VELOCITY PRESSURE LARGE AND CONSIDERABLY HIGHER NEIGHBOURING STRUCTURES WIND PRESSURES AND FORCES WIND PRESSURES ON A SURFACE WIND FORCES STRUCTURAL FACTOR C SC D DETERMINATION OF CS CD PRESSURE AND FORCE COEFFICIENTS PRESSURE COEFFICIENTS FOR BUILDINGS CANOPY ROOFS FREE-STANDING WALLS, PARAPETS AND FENCES FRICTION COEFFICIENTS CHAPTER 7: THERMAL ACTIONS INTRODUCTORY ADVICE FOR USING THIS CHAPTER FOR THE DESIGN OF BUILDINGS 721 GENERAL THERMAL ACTIONS TEMPERATURE CHANGES IN BUILDINGS DETERMINATION OF TEMPERATURES DETERMINATION OF TEMPERATURE PROFILES CHAPTER 8: ACTIONS DURING EXECUTION ACTIONS DURING EXECUTION ACTIONS (OTHER THAN CONSTRUCTION LOADS) DURING EXECUTION STAGES CONSTRUCTION LOADS DESIGN SITUATIONS AND LIMIT STATES GENERAL – IDENTIFICATION OF DESIGN SITUATIONS ACTIONS ON STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING HANDLING ACTIONS DUE TO PRESTRESSING PREDEFORMATIONS TEMPERATURE, SHRINKAGE AND HYDRATION EFFECTS WIND ACTIONS ACTIONS CAUSED BY WATER 8410 CONSTRUCTION LOADS 8411 ACCIDENTAL ACTIONS 8412 HORIZONTAL ACTIONS CHAPTER 9: ACCIDENTAL ACTIONS 92 CLASSIFICATION OF ACTIONS ACCIDENTAL ACTIONS 93 DESIGN SITUATIONS ACCIDENTAL DESIGN SITUATIONS – STRATEGIES FOR IDENTIFIED ACCIDENTAL ACTIONS ACCIDENTAL DESIGN SITUATIONS – STRATEGIES FOR LIMITING THE EXTENT OF LOCALISED FAILURE ACCIDENTAL DESIGN SITUATIONS – USE OF CONSEQUENCE CLASSES 94 IMPACT FIELD OF APPLICATION ACCIDENTAL ACTIONS CAUSED BY ROAD VEHICLES ACCIDENTAL ACTIONS CAUSED BY FORKLIFT TRUCKS ACCIDENTAL ACTIONS CAUSED BY DERAILED RAIL TRAFFIC UNDER OR ADJACENT TO BUILDING STRUCTURES ACCIDENTAL ACTIONS CAUSED BY HELICOPTERS 95 INTERNAL EXPLOSIONS IN BUILDINGS 952 REPRESENTATION OF ACTION PRINCIPLES FOR DESIGN 96 DESIGN FOR CONSEQUENCES OF LOCALISED FAILURE IN BUILDINGS FROM AN UNSPECIFIED CAUSE CONSEQUENCE CLASSES OF BUILDINGS HORIZONTAL TIES VERTICAL TIES NOMINAL SECTION OF LOAD-BEARING WALL KEY ELEMENTS REFERENCES