{"product_id":"design-of-buildings-for-wind-9780470464922","title":"Design of Buildings for Wind","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003eASCE 7 is the US standard for identifying minimum design loads for buildings and other structures. ASCE 7 covers many load types, of which wind isone. The purpose of thisbook 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 editioninclude 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.  \u003cp\u003eKey features:\u003c\/p\u003e \u003cul\u003e \u003cli\u003eNew focus on tall buildings helps make the analysis and design guidance easier and less complex.\u003cbr\u003e \u003c\/li\u003e \u003cli\u003eCovers the new simplified design methods of ASCE 7-10, guiding designers to clearly und\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003ePREFACE xi  \u003cp\u003ePART I INTRODUCTION 1\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 OVERVIEW 3\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003ePART II GUIDE TO THE ASCE 7-10 STANDARD PROVISIONS ON WIND LOADS 7\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 ASCE 7-10 WIND LOADING PROVISIONS 9\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Introduction \/ 9\u003c\/p\u003e \u003cp\u003e2.2 ASCE 7-10 Standard: An Overview \/ 10\u003c\/p\u003e \u003cp\u003e2.3 Organization of the Guide: Chapters 3 to 9 \/ 19\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 REGULAR AND SIMPLIFIED APPROACH: RISK CATEGORY, BASIC WIND SPEED, ENCLOSURE, EXPOSURE, TOPOGRAPHIC FACTOR 21\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Risk Category (ASCE Table 1.5-1) \/ 21\u003c\/p\u003e \u003cp\u003e3.2 Basic Wind Speed \u003ci\u003eV\u003c\/i\u003e (ASCE Sect. 26.5, ASCE Figs. 26.5.-1a, b, c) \/ 22\u003c\/p\u003e \u003cp\u003e3.3 Enclosure Classification (ASCE Sects. 26.2 and 26.10) \/ 23\u003c\/p\u003e \u003cp\u003e3.4 Exposure Category (ASCE Sect. 26.7) \/ 24\u003c\/p\u003e \u003cp\u003e3.5 Topographic Factor \u003ci\u003eKzt\u003c\/i\u003e (ASCE Sect. 26.8, ASCE Fig. 26.8-1) \/ 27\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 REGULAR APPROACH: STEPS COMMON TO ALL BUILDINGS\/OTHER STRUCTURES (MWFRS AND C\u0026amp;C) 31\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction \/ 31\u003c\/p\u003e \u003cp\u003e4.2 Regular Approach: Steps Common to All Buildings and Other Structures (MWFRS and C\u0026amp;C) \/ 32\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 REGULAR APPROACH: BUILDINGS, PARAPETS, OVERHANGS (‘‘DIRECTIONAL’’ PROCEDURE), MWFRS 37\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction \/ 37\u003c\/p\u003e \u003cp\u003e5.2 Regular Approach: Enclosed or Partially Enclosed Buildings of All Heights, MWFRS \/ 37\u003c\/p\u003e \u003cp\u003e5.3 Regular Approach: Roof Overhangs and Parapets, MWFRS \/ 53\u003c\/p\u003e \u003cp\u003e5.4 Regular Approach: Open Buildings with Monoslope, Pitched, or Troughed Free Roofs, MWFRS \/ 55\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 REGULAR APPROACH: LOW-RISE BUILDINGS, PARAPETS, OVERHANGS (‘‘ENVELOPE’’ PROCEDURE), MWFRS 57\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Net Pressures on Walls and Roof \/ 57\u003c\/p\u003e \u003cp\u003e6.2 Comparison Between Results Based on ASCE Sects. 27.4.1 and 28.4.1 \/ 62\u003c\/p\u003e \u003cp\u003e6.3 Regular Approach: Parapets and Roof Overhangs, MWFRS \/ 63\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 REGULAR APPROACH: STRUCTURES OTHER THAN BUILDINGS, MWFRS 65\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Solid Freestanding Walls and Solid Signs \/ 65\u003c\/p\u003e \u003cp\u003e7.2 Open Signs, Lattice Frameworks, Trussed Towers \/ 69\u003c\/p\u003e \u003cp\u003e7.3 Chimneys, Tanks, Rooftop Equipment, and Similar Structures \/ 74\u003c\/p\u003e \u003cp\u003e7.4 Solid Attached Signs \/ 75\u003c\/p\u003e \u003cp\u003e7.5 Rooftop Structures and Equipment on Buildings \/ 77\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 SIMPLIFIED APPROACH: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS, PARAPETS, OVERHANGS (MWFRS) 81\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Simplified Approach: Class 1 Buildings, Walls and Roof, MWFRS \/ 81\u003c\/p\u003e \u003cp\u003e8.2 Simplified Approach: Parapets, MWFRS \/ 85\u003c\/p\u003e \u003cp\u003e8.3 Simplified Approach: Roof Overhangs, MWFRS \/ 85\u003c\/p\u003e \u003cp\u003e8.4 Simplified Approach: Class 2 Buildings, Walls and Roof, MWFRS \/ 86\u003c\/p\u003e \u003cp\u003e8.5 Simplified Approach: Simple Diaphragm Low-Rise Buildings, MWFRS \/ 90\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 REGULAR AND SIMPLIFIED APPROACHES: C\u0026amp;C 95\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction \/ 95\u003c\/p\u003e \u003cp\u003e9.2 Regular Approach \/ 95\u003c\/p\u003e \u003cp\u003e9.3 Simplified Approaches \/ 105\u003c\/p\u003e \u003cp\u003ePART III WIND ENGINEERING FUNDAMENTALS 107\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 ATMOSPHERIC CIRCULATIONS 109\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Atmospheric Hydrodynamics \/ 109\u003c\/p\u003e \u003cp\u003e10.2 Windstorms \/ 113\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 THE ATMOSPHERIC BOUNDARY LAYER 117\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Wind Speeds and Averaging Times \/ 118\u003c\/p\u003e \u003cp\u003e11.2 Wind Speed Profiles \/ 121\u003c\/p\u003e \u003cp\u003e11.3 Atmospheric Turbulence \/ 130\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 EXTREME WIND SPEEDS AND WIND-INDUCED EFFECTS 137\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Wind Speed Data \/ 138\u003c\/p\u003e \u003cp\u003e12.2 Cumulative Distributions, Exceedance Probabilities, Mean Recurrence Intervals \/ 141\u003c\/p\u003e \u003cp\u003e12.3 Parametric Estimates of \u003ci\u003eN\u003c\/i\u003e-Year Wind Speeds; Closed Form Estimators; Software \/ 143\u003c\/p\u003e \u003cp\u003e12.4 Probabilistic Estimates of Wind Effects Based on Nondirectional and Directional Wind Speed Data \/ 149\u003c\/p\u003e \u003cp\u003e12.5 Development of Directional Databases of Hurricane Wind Speeds \/ 153\u003c\/p\u003e \u003cp\u003e12.6 Development of Directional Databases of Non-Hurricane Wind Speeds \/ 155\u003c\/p\u003e \u003cp\u003e12.7 Non-Parametric Statistics, Application to One-Dimensional Time Series \/ 157\u003c\/p\u003e \u003cp\u003e12.8 Error Estimates \/ 159\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 BLUFF BODY AERODYNAMICS BASICS; AERODYNAMIC TESTING 163\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction \/ 163\u003c\/p\u003e \u003cp\u003e13.2 Bluff Body Aerodynamics \/ 163\u003c\/p\u003e \u003cp\u003e13.3 Aerodynamic Testing \/ 173\u003c\/p\u003e \u003cp\u003e13.4 Low-Frequency Turbulence and Aerodynamic Pressures on Residential Homes \/ 183\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 STRUCTURAL DYNAMICS 185\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Introduction \/ 185\u003c\/p\u003e \u003cp\u003e14.2 The Single-Degree-of Freedom Linear System \/ 186\u003c\/p\u003e \u003cp\u003e14.3 Continuously Distributed Linear Systems \/ 190\u003c\/p\u003e \u003cp\u003e14.4 Time Domain Solutions for Three-Dimensional Dynamic Response \/ 199\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 AEROELASTICITY 203\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction \/ 203\u003c\/p\u003e \u003cp\u003e15.2 Vortex-Induced Oscillations \/ 205\u003c\/p\u003e \u003cp\u003e15.3 Galloping \/ 206\u003c\/p\u003e \u003cp\u003e15.4 Flutter \/ 210\u003c\/p\u003e \u003cp\u003e\u003cb\u003e16 STRUCTURAL RELIABILITY UNDER WIND LOADING 217\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Introduction \/ 217\u003c\/p\u003e \u003cp\u003e16.2 First-Order Second-Moment Approach, Load and Resistance Factors \/ 220\u003c\/p\u003e \u003cp\u003e16.3 Dependence of Wind Effects on Wind Directionality \/ 225\u003c\/p\u003e \u003cp\u003e16.4 Structural Strength Reserve \/ 226\u003c\/p\u003e \u003cp\u003e16.5 Design Criteria for Multi-Hazard Regions \/ 228\u003c\/p\u003e \u003cp\u003e16.6 Individual Uncertainties and Overall Uncertainty in the Estimation of Wind Effects \/ 229\u003c\/p\u003e \u003cp\u003e16.7 Calibration of Design MRIs in the Presence of Dynamic Effects or of Large Knowledge Uncertainties \/ 232\u003c\/p\u003e \u003cp\u003e\u003cb\u003e17 LOSS ESTIMATION 237\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Introduction \/ 237\u003c\/p\u003e \u003cp\u003e17.2 Elements of Damage Estimation Procedures \/ 238\u003c\/p\u003e \u003cp\u003e17.3 Loss Estimation \/ 245\u003c\/p\u003e \u003cp\u003ePART IV WIND EFFECTS ON BUILDINGS 247\u003c\/p\u003e \u003cp\u003e\u003cb\u003e18 RIGID BUILDINGS 249\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Introduction \/ 249\u003c\/p\u003e \u003cp\u003e18.2 Database-Assisted Design (DAD) \/ 252\u003c\/p\u003e \u003cp\u003e18.3 Wind Directionality Effects \/ 258\u003c\/p\u003e \u003cp\u003e18.4 Uncertainties in the Estimation of Wind Effects \/ 259\u003c\/p\u003e \u003cp\u003e\u003cb\u003e19 TALL BUILDINGS 261\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e19.1 Introduction \/ 261\u003c\/p\u003e \u003cp\u003e19.2 High-Frequency Force Balance Approach (HFFB) \/ 263\u003c\/p\u003e \u003cp\u003e19.3 Aeroelastic Effects. Testing Based on Strain Measurements \/ 265\u003c\/p\u003e \u003cp\u003e19.4 Database-Assisted Design \/ 269\u003c\/p\u003e \u003cp\u003e19.5 Serviceability Requirements \/ 278\u003c\/p\u003e \u003cp\u003e19.6 Preliminary Estimates of Flexible Building Response \/ 279\u003c\/p\u003e \u003cp\u003ePART V APPENDICES 287\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIXA1 RANDOM PROCESSES 289\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA1.1 Fourier Series and Fourier Integrals \/ 290\u003c\/p\u003e \u003cp\u003eA1.2 Parseval’s Equality \/ 291\u003c\/p\u003e \u003cp\u003eA1.3 Spectral Density Function of a Random Stationary Signal \/ 292\u003c\/p\u003e \u003cp\u003eA1.4 Autocorrelation Function of a Random Stationary Signal \/ 293\u003c\/p\u003e \u003cp\u003eA1.5 Cross-Covariance Function, Co-Spectrum, Quadrature Spectrum, Coherence \/ 295\u003c\/p\u003e \u003cp\u003eA1.6 Mean Upcrossing and Outcrossing Rate for a Gaussian Process \/ 296\u003c\/p\u003e \u003cp\u003eA1.7 Probability Distribution of the Peak Value of a Normally Distributed Random Signal \/ 297\u003c\/p\u003e \u003cp\u003eA1.8 Probability Distribution of the Peak Value of a Non-Gaussian Random Signal \/ 298\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIXA2 MEAN WIND PROFILES AND ATMOSPHERIC BOUNDARY LAYER DEPTH 301\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA2.1 Equations of Balance of Momenta within the Atmospheric Boundary Layer \/ 301\u003c\/p\u003e \u003cp\u003eA2.2 The Turbulent Ekman Layer \/ 302\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIXA3 SPECTRA OF TURBULENT VELOCITY FLUCTUATIONS, KOLMOGOROV HYPOTHESES 307\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIXA4 WIND DIRECTIONALITY EFFECTS, OUTCROSSING AND SECTOR-BY-SECTOR\u003c\/b\u003e \u003cb\u003eAPPROACHES 311\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA4.1 Approach Based on the Outcrossing of the Limit-State Boundary \/ 311\u003c\/p\u003e \u003cp\u003eA4.2 The Sector-By-Sector Approach [18-10] \/ 313\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIXA5 REPORT ON ESTIMATION OF WIND EFFECTS ON THE WORLD TRADE CENTER TOWERS 315\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eREFERENCES 323\u003c\/p\u003e \u003cp\u003eINDEX 333\u003c\/p\u003e\n\u003c\/li\u003e\n\u003c\/ul\u003e","brand":"John Wiley \u0026 Sons Inc","offers":[{"title":"Default Title","offer_id":49402338443607,"sku":"9780470464922","price":125.35,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0817\/1739\/5799\/files\/9780470464922.jpg?v=1730480110","url":"https:\/\/bookcurl.com\/products\/design-of-buildings-for-wind-9780470464922","provider":"Book Curl","version":"1.0","type":"link"}