ASCE 7 is the US standard for identifying minimum design loads for buildings and other structures. ASCE 7 covers many load types, of which wind is one. The purpose of this book is to provide structural and architectural engineers with the practical state-of-the-art knowledge and tools needed for designing and retrofitting buildings for wind loads. The book will also cover wind-induced loss estimation. This new edition include a guide to the thoroughly revised, 2010 version of the ASCE 7 Standard provisions for wind loads; incorporate major advances achieved in recent years in the design of tall buildings for wind; present material on retrofitting and loss estimation; and improve the presentation of the material to increase its usefulness to structural engineers. Key features: * New focus on tall buildings helps make the analysis and design guidance easier and less complex. * Covers the new simplified design methods of ASCE 7-10, guiding designers to clearly understand the spirit and letter of the provisions and use the design methods with confidence and ease. * Includes new coverage of retrofitting for wind load resistance and loss estimation from hurricane winds. * Thoroughly revised and updated to conform with current practice and research.
| ISBN | 0470464925 | | Pages | 352 | | ISBN13 | 9780470464922 (What's this?) | | Weight (grammes) | 608 | | Publisher | John Wiley and Sons Ltd | | Published in | Chichester | | Imprint | John Wiley & Sons Ltd | | Previous ISBN | 9780471657439 | | Format | Hardback | | Height (mm) | 244 | | Publication date | 28 Oct 2011 | | Width (mm) | 164 | | DEWEY | 624.175 | | Spine width (mm) | 22 | | DEWEY edition | DC23 | | Academic level | Professional / Scholarly |
|
|
|
PREFACE xi PART I INTRODUCTION 1 1 OVERVIEW 3 PART II GUIDE TO THE ASCE 7-10 STANDARD PROVISIONS ON WIND LOADS 7 2 ASCE 7-10 WIND LOADING PROVISIONS 9 2.1 Introduction / 9 2.2 ASCE 7-10 Standard: An Overview / 10 2.3 Organization of the Guide: Chapters 3 to 9 / 19 3 REGULAR AND SIMPLIFIED APPROACH: RISK CATEGORY, BASIC WIND SPEED, ENCLOSURE, EXPOSURE, TOPOGRAPHIC FACTOR 21 3.1 Risk Category (ASCE Table 1.5-1) / 21 3.2 Basic Wind Speed V (ASCE Sect. 26.5, ASCE Figs. 26.5.-1a, b, c) / 22 3.3 Enclosure Classification (ASCE Sects. 26.2 and 26.10) / 23 3.4 Exposure Category (ASCE Sect. 26.7) / 24 3.5 Topographic Factor Kzt (ASCE Sect. 26.8, ASCE Fig. 26.8-1) / 27 4 REGULAR APPROACH: STEPS COMMON TO ALL BUILDINGS/OTHER STRUCTURES (MWFRS AND C&C) 31 4.1 Introduction / 31 4.2 Regular Approach: Steps Common to All Buildings and Other Structures (MWFRS and C&C) / 32 5 REGULAR APPROACH: BUILDINGS, PARAPETS, OVERHANGS ("DIRECTIONAL" PROCEDURE), MWFRS 37 5.1 Introduction / 37 5.2 Regular Approach: Enclosed or Partially Enclosed Buildings of All Heights, MWFRS / 37 5.3 Regular Approach: Roof Overhangs and Parapets, MWFRS / 53 5.4 Regular Approach: Open Buildings with Monoslope, Pitched, or Troughed Free Roofs, MWFRS / 55 6 REGULAR APPROACH: LOW-RISE BUILDINGS, PARAPETS, OVERHANGS ("ENVELOPE" PROCEDURE), MWFRS 57 6.1 Net Pressures on Walls and Roof / 57 6.2 Comparison Between Results Based on ASCE Sects. 27.4.1 and 28.4.1 / 62 6.3 Regular Approach: Parapets and Roof Overhangs, MWFRS / 63 7 REGULAR APPROACH: STRUCTURES OTHER THAN BUILDINGS, MWFRS 65 7.1 Solid Freestanding Walls and Solid Signs / 65 7.2 Open Signs, Lattice Frameworks, Trussed Towers / 69 7.3 Chimneys, Tanks, Rooftop Equipment, and Similar Structures / 74 7.4 Solid Attached Signs / 75 7.5 Rooftop Structures and Equipment on Buildings / 77 8 SIMPLIFIED APPROACH: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS, PARAPETS, OVERHANGS (MWFRS) 81 8.1 Simplified Approach: Class 1 Buildings, Walls and Roof, MWFRS / 81 8.2 Simplified Approach: Parapets, MWFRS / 85 8.3 Simplified Approach: Roof Overhangs, MWFRS / 85 8.4 Simplified Approach: Class 2 Buildings, Walls and Roof, MWFRS / 86 8.5 Simplified Approach: Simple Diaphragm Low-Rise Buildings, MWFRS / 90 9 REGULAR AND SIMPLIFIED APPROACHES: C&C 95 9.1 Introduction / 95 9.2 Regular Approach / 95 9.3 Simplified Approaches / 105 PART III WIND ENGINEERING FUNDAMENTALS 107 10 ATMOSPHERIC CIRCULATIONS 109 10.1 Atmospheric Hydrodynamics / 109 10.2 Windstorms / 113 11 THE ATMOSPHERIC BOUNDARY LAYER 117 11.1 Wind Speeds and Averaging Times / 118 11.2 Wind Speed Profiles / 121 11.3 Atmospheric Turbulence / 130 12 EXTREME WIND SPEEDS AND WIND-INDUCED EFFECTS 137 12.1 Wind Speed Data / 138 12.2 Cumulative Distributions, Exceedance Probabilities, Mean Recurrence Intervals / 141 12.3 Parametric Estimates of N-Year Wind Speeds; Closed Form Estimators; Software / 143 12.4 Probabilistic Estimates of Wind Effects Based on Nondirectional and Directional Wind Speed Data / 149 12.5 Development of Directional Databases of Hurricane Wind Speeds / 153 12.6 Development of Directional Databases of Non-Hurricane Wind Speeds / 155 12.7 Non-Parametric Statistics, Application to One-Dimensional Time Series / 157 12.8 Error Estimates / 159 13 BLUFF BODY AERODYNAMICS BASICS; AERODYNAMIC TESTING 163 13.1 Introduction / 163 13.2 Bluff Body Aerodynamics / 163 13.3 Aerodynamic Testing / 173 13.4 Low-Frequency Turbulence and Aerodynamic Pressures on Residential Homes / 183 14 STRUCTURAL DYNAMICS 185 14.1 Introduction / 185 14.2 The Single-Degree-of Freedom Linear System / 186 14.3 Continuously Distributed Linear Systems / 190 14.4 Time Domain Solutions for Three-Dimensional Dynamic Response / 199 15 AEROELASTICITY 203 15.1 Introduction / 203 15.2 Vortex-Induced Oscillations / 205 15.3 Galloping / 206 15.4 Flutter / 210 16 STRUCTURAL RELIABILITY UNDER WIND LOADING 217 16.1 Introduction / 217 16.2 First-Order Second-Moment Approach, Load and Resistance Factors / 220 16.3 De