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    Design of Buildings for Wind

    A Guide for ASCE 7-10 Standard Users and Designers of Special Structures

    AvEmil Simiu

    Inbunden, Engelska, 2011

    1 829 kr

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    E-bok

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    Beskrivning

    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.

    Produktinformation

    • Utgivningsdatum:2011-10-28
    • Mått:163 x 244 x 23 mm
    • Vikt:608 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:352
    • Upplaga:2
    • Förlag:John Wiley & Sons Inc
    • ISBN:9780470464922

    Utforska kategorier

    • Elektronik och kommunikationer inom Naturvetenskap och teknik

    Mer om författaren

    Emil Simiu, PE, PhD, is a NIST Fellow and a Fellow at the American Society of Civil Engineers. He served as chairman of its Committee on Wind Effects, Committee on Dynamic Effects, and Committee on the Reliability of Offshore Structures; as senior structural engineer with Severud Associates and Ammann & Whitney, Inc.; and as distinguished research professor at Florida International University's International Hurricane Research Center. Also a distinguished member of the ASCE Standard Committee on Loads, he was a recipient of the Federal Engineer of the Year award from the National Society of Professional Engineers, and of the 2006 Japan Association for Wind Engineering Prize, given to the outstanding wind engineering publication of the year, for the first edition of Design of Buildings and Bridges for Wind. In addition, Dr. Simiu is the coauthor of Wind Effects on Structures, Third Edition (Wiley).

    Innehållsförteckning

    • PREFACE xi PART I INTRODUCTION 11 OVERVIEW 3PART II GUIDE TO THE ASCE 7-10 STANDARD PROVISIONS ON WIND LOADS 72 ASCE 7-10 WIND LOADING PROVISIONS 92.1 Introduction / 92.2 ASCE 7-10 Standard: An Overview / 102.3 Organization of the Guide: Chapters 3 to 9 / 193 REGULAR AND SIMPLIFIED APPROACH: RISK CATEGORY, BASIC WIND SPEED, ENCLOSURE, EXPOSURE, TOPOGRAPHIC FACTOR 213.1 Risk Category (ASCE Table 1.5-1) / 213.2 Basic Wind Speed V (ASCE Sect. 26.5, ASCE Figs. 26.5.-1a, b, c) / 223.3 Enclosure Classification (ASCE Sects. 26.2 and 26.10) / 233.4 Exposure Category (ASCE Sect. 26.7) / 243.5 Topographic Factor Kzt (ASCE Sect. 26.8, ASCE Fig. 26.8-1) / 274 REGULAR APPROACH: STEPS COMMON TO ALL BUILDINGS/OTHER STRUCTURES (MWFRS AND C&C) 314.1 Introduction / 314.2 Regular Approach: Steps Common to All Buildings and Other Structures (MWFRS and C&C) / 325 REGULAR APPROACH: BUILDINGS, PARAPETS, OVERHANGS (‘‘DIRECTIONAL’’ PROCEDURE), MWFRS 375.1 Introduction / 375.2 Regular Approach: Enclosed or Partially Enclosed Buildings of All Heights, MWFRS / 375.3 Regular Approach: Roof Overhangs and Parapets, MWFRS / 535.4 Regular Approach: Open Buildings with Monoslope, Pitched, or Troughed Free Roofs, MWFRS / 556 REGULAR APPROACH: LOW-RISE BUILDINGS, PARAPETS, OVERHANGS (‘‘ENVELOPE’’ PROCEDURE), MWFRS 576.1 Net Pressures on Walls and Roof / 576.2 Comparison Between Results Based on ASCE Sects. 27.4.1 and 28.4.1 / 626.3 Regular Approach: Parapets and Roof Overhangs, MWFRS / 637 REGULAR APPROACH: STRUCTURES OTHER THAN BUILDINGS, MWFRS 657.1 Solid Freestanding Walls and Solid Signs / 657.2 Open Signs, Lattice Frameworks, Trussed Towers / 697.3 Chimneys, Tanks, Rooftop Equipment, and Similar Structures / 747.4 Solid Attached Signs / 757.5 Rooftop Structures and Equipment on Buildings / 778 SIMPLIFIED APPROACH: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS, PARAPETS, OVERHANGS (MWFRS) 818.1 Simplified Approach: Class 1 Buildings, Walls and Roof, MWFRS / 818.2 Simplified Approach: Parapets, MWFRS / 858.3 Simplified Approach: Roof Overhangs, MWFRS / 858.4 Simplified Approach: Class 2 Buildings, Walls and Roof, MWFRS / 868.5 Simplified Approach: Simple Diaphragm Low-Rise Buildings, MWFRS / 909 REGULAR AND SIMPLIFIED APPROACHES: C&C 959.1 Introduction / 959.2 Regular Approach / 959.3 Simplified Approaches / 105PART III WIND ENGINEERING FUNDAMENTALS 10710 ATMOSPHERIC CIRCULATIONS 10910.1 Atmospheric Hydrodynamics / 10910.2 Windstorms / 11311 THE ATMOSPHERIC BOUNDARY LAYER 11711.1 Wind Speeds and Averaging Times / 11811.2 Wind Speed Profiles / 12111.3 Atmospheric Turbulence / 13012 EXTREME WIND SPEEDS AND WIND-INDUCED EFFECTS 13712.1 Wind Speed Data / 13812.2 Cumulative Distributions, Exceedance Probabilities, Mean Recurrence Intervals / 14112.3 Parametric Estimates of N-Year Wind Speeds; Closed Form Estimators; Software / 14312.4 Probabilistic Estimates of Wind Effects Based on Nondirectional and Directional Wind Speed Data / 14912.5 Development of Directional Databases of Hurricane Wind Speeds / 15312.6 Development of Directional Databases of Non-Hurricane Wind Speeds / 15512.7 Non-Parametric Statistics, Application to One-Dimensional Time Series / 15712.8 Error Estimates / 15913 BLUFF BODY AERODYNAMICS BASICS; AERODYNAMIC TESTING 16313.1 Introduction / 16313.2 Bluff Body Aerodynamics / 16313.3 Aerodynamic Testing / 17313.4 Low-Frequency Turbulence and Aerodynamic Pressures on Residential Homes / 18314 STRUCTURAL DYNAMICS 18514.1 Introduction / 18514.2 The Single-Degree-of Freedom Linear System / 18614.3 Continuously Distributed Linear Systems / 19014.4 Time Domain Solutions for Three-Dimensional Dynamic Response / 19915 AEROELASTICITY 20315.1 Introduction / 20315.2 Vortex-Induced Oscillations / 20515.3 Galloping / 20615.4 Flutter / 21016 STRUCTURAL RELIABILITY UNDER WIND LOADING 21716.1 Introduction / 21716.2 First-Order Second-Moment Approach, Load and Resistance Factors / 22016.3 Dependence of Wind Effects on Wind Directionality / 22516.4 Structural Strength Reserve / 22616.5 Design Criteria for Multi-Hazard Regions / 22816.6 Individual Uncertainties and Overall Uncertainty in the Estimation of Wind Effects / 22916.7 Calibration of Design MRIs in the Presence of Dynamic Effects or of Large Knowledge Uncertainties / 23217 LOSS ESTIMATION 23717.1 Introduction / 23717.2 Elements of Damage Estimation Procedures / 23817.3 Loss Estimation / 245PART IV WIND EFFECTS ON BUILDINGS 24718 RIGID BUILDINGS 24918.1 Introduction / 24918.2 Database-Assisted Design (DAD) / 25218.3 Wind Directionality Effects / 25818.4 Uncertainties in the Estimation of Wind Effects / 25919 TALL BUILDINGS 26119.1 Introduction / 26119.2 High-Frequency Force Balance Approach (HFFB) / 26319.3 Aeroelastic Effects. Testing Based on Strain Measurements / 26519.4 Database-Assisted Design / 26919.5 Serviceability Requirements / 27819.6 Preliminary Estimates of Flexible Building Response / 279PART V APPENDICES 287APPENDIXA1 RANDOM PROCESSES 289A1.1 Fourier Series and Fourier Integrals / 290A1.2 Parseval’s Equality / 291A1.3 Spectral Density Function of a Random Stationary Signal / 292A1.4 Autocorrelation Function of a Random Stationary Signal / 293A1.5 Cross-Covariance Function, Co-Spectrum, Quadrature Spectrum, Coherence / 295A1.6 Mean Upcrossing and Outcrossing Rate for a Gaussian Process / 296A1.7 Probability Distribution of the Peak Value of a Normally Distributed Random Signal / 297A1.8 Probability Distribution of the Peak Value of a Non-Gaussian Random Signal / 298APPENDIXA2 MEAN WIND PROFILES AND ATMOSPHERIC BOUNDARY LAYER DEPTH 301A2.1 Equations of Balance of Momenta within the Atmospheric Boundary Layer / 301A2.2 The Turbulent Ekman Layer / 302APPENDIXA3 SPECTRA OF TURBULENT VELOCITY FLUCTUATIONS, KOLMOGOROV HYPOTHESES 307APPENDIXA4 WIND DIRECTIONALITY EFFECTS, OUTCROSSING AND SECTOR-BY-SECTOR APPROACHES 311A4.1 Approach Based on the Outcrossing of the Limit-State Boundary / 311A4.2 The Sector-By-Sector Approach [18-10] / 313APPENDIXA5 REPORT ON ESTIMATION OF WIND EFFECTS ON THE WORLD TRADE CENTER TOWERS 315REFERENCES 323INDEX 333