{"product_id":"design-of-buildings-for-wind-a-guide-for-asce-7-10-standard-users-and-designers-of-special-structures-2nd-edition","title":"Design of Buildings for Wind: A Guide for ASCE 7-10 Standard Users and Designers of Special Structures, 2nd Edition","description":"\u003cdiv data-cel-widget=\"bookDescription_feature_div\" data-csa-c-id=\"dpt3t1-2t2uxg-b649pi-d9hvdo\" data-csa-c-is-in-initial-active-row=\"false\" data-csa-c-asin=\"1894020928\" data-csa-c-slot-id=\"bookDescription_feature_div\" data-csa-c-content-id=\"bookDescription\" data-csa-c-type=\"widget\" data-feature-name=\"bookDescription\" class=\"celwidget\" id=\"bookDescription_feature_div\"\u003e\n\u003cdiv class=\"a-expander-collapsed-height a-row a-expander-container a-spacing-base a-expander-partial-collapse-container\" data-a-expander-collapsed-height=\"140\" data-a-expander-name=\"book_description_expander\"\u003e\n\u003cdiv class=\"a-expander-content a-expander-partial-collapse-content\" aria-expanded=\"false\"\u003e\n\u003cdiv id=\"bookDescriptionBox\" itemprop=\"reviewBody\"\u003e\n\u003cdiv id=\"bookDescriptionBox\" itemprop=\"reviewBody\"\u003e\n\u003cdiv id=\"bookDescription_feature_div\" class=\"celwidget\" data-feature-name=\"bookDescription\" data-csa-c-type=\"widget\" data-csa-c-content-id=\"bookDescription\" data-csa-c-slot-id=\"bookDescription_feature_div\" data-csa-c-asin=\"3764370327\" data-csa-c-is-in-initial-active-row=\"false\" data-csa-c-id=\"5zklon-bw1u6k-z3892-tavvr7\" data-cel-widget=\"bookDescription_feature_div\"\u003e\n\u003cdiv data-a-expander-name=\"book_description_expander\" data-a-expander-collapsed-height=\"140\" class=\"a-expander-collapsed-height a-row a-expander-container a-spacing-base a-expander-partial-collapse-container\"\u003e\n\u003cdiv aria-expanded=\"false\" class=\"a-expander-content a-expander-partial-collapse-content\"\u003e\n\u003cdiv id=\"bookDescription_feature_div\" class=\"celwidget\" data-feature-name=\"bookDescription\" data-csa-c-type=\"widget\" data-csa-c-content-id=\"bookDescription\" data-csa-c-slot-id=\"bookDescription_feature_div\" data-csa-c-asin=\"007041999X\" data-csa-c-is-in-initial-active-row=\"false\" data-csa-c-id=\"sg190u-1rtisr-p8f0cr-6wwolk\" data-cel-widget=\"bookDescription_feature_div\"\u003e\n\u003cdiv data-a-expander-name=\"book_description_expander\" data-a-expander-collapsed-height=\"140\" class=\"a-expander-collapsed-height a-row a-expander-container a-spacing-base a-expander-partial-collapse-container\"\u003e\n\u003cdiv aria-expanded=\"false\" class=\"a-expander-content a-expander-partial-collapse-content\"\u003e\n\u003cdiv id=\"bookDescriptionBox\" itemprop=\"reviewBody\"\u003e\n\u003cdiv class=\"a-expander-content a-expander-partial-collapse-content a-expander-content-expanded\" aria-expanded=\"true\"\u003e\n\u003cdiv data-cel-widget=\"bookDescription_feature_div\" data-csa-c-id=\"rt8jie-q04nm6-qesdv8-ulpusl\" data-csa-c-is-in-initial-active-row=\"false\" data-csa-c-asin=\"3038215872\" data-csa-c-slot-id=\"bookDescription_feature_div\" data-csa-c-content-id=\"bookDescription\" data-csa-c-type=\"widget\" data-feature-name=\"bookDescription\" class=\"celwidget\" id=\"bookDescription_feature_div\"\u003e\n\u003cdiv class=\"a-expander-collapsed-height a-row a-expander-container a-spacing-base a-expander-partial-collapse-container\" data-a-expander-collapsed-height=\"140\" data-a-expander-name=\"book_description_expander\"\u003e\n\u003cdiv class=\"a-expander-content a-expander-partial-collapse-content\" aria-expanded=\"false\"\u003e\n\u003cdiv class=\"a-expander-content a-expander-partial-collapse-content a-expander-content-expanded\" aria-expanded=\"true\"\u003e\n\u003cdiv class=\"a-expander-content a-expander-partial-collapse-content a-expander-content-expanded\" aria-expanded=\"true\"\u003e\n\u003cdiv data-cel-widget=\"bookDescription_feature_div\" data-csa-c-id=\"94b1p9-hba8y3-ooxjzn-frtn0e\" data-csa-c-is-in-initial-active-row=\"false\" data-csa-c-asin=\"1920744983\" data-csa-c-slot-id=\"bookDescription_feature_div\" data-csa-c-content-id=\"bookDescription\" data-csa-c-type=\"widget\" data-feature-name=\"bookDescription\" class=\"celwidget\" id=\"bookDescription_feature_div\"\u003e\n\u003cdiv class=\"a-expander-collapsed-height a-row a-expander-container a-spacing-base a-expander-partial-collapse-container\" data-a-expander-collapsed-height=\"140\" data-a-expander-name=\"book_description_expander\"\u003e\n\u003cdiv class=\"a-expander-content a-expander-partial-collapse-content\" aria-expanded=\"false\"\u003e\n\u003cspan\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 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.\u003c\/span\u003e\n\u003cp\u003eKey features:\u003c\/p\u003e\n\u003cul\u003e\n\u003cli\u003eNew focus on tall buildings helps make the analysis and design guidance easier and less complex.\u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eCovers 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.\u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eIncludes new coverage of retrofitting for wind load resistance and loss estimation from hurricane winds.\u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eThoroughly revised and updated to conform with current practice and research.\u003c\/li\u003e\n\u003c\/ul\u003e\n\u003ch2 class=\"section-title collapsed\" data-target=\"#content-section-item\" data-toggle=\"collapse\"\u003eTABLE OF CONTENTS\u003c\/h2\u003e\n\u003cdiv class=\"collapse\" id=\"content-section-item\"\u003ePREFACE xi\n\u003cp\u003ePART I INTRODUCTION 1\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e1 OVERVIEW 3\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003ePART II GUIDE TO THE ASCE 7-10 STANDARD PROVISIONS ON WIND LOADS 7\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e2 ASCE 7-10 WIND LOADING PROVISIONS 9\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e2.1 Introduction \/ 9\u003c\/p\u003e\n\u003cp\u003e2.2 ASCE 7-10 Standard: An Overview \/ 10\u003c\/p\u003e\n\u003cp\u003e2.3 Organization of the Guide: Chapters 3 to 9 \/ 19\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e3 REGULAR AND SIMPLIFIED APPROACH: RISK CATEGORY, BASIC WIND SPEED, ENCLOSURE, EXPOSURE, TOPOGRAPHIC FACTOR 21\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e3.1 Risk Category (ASCE Table 1.5-1) \/ 21\u003c\/p\u003e\n\u003cp\u003e3.2 Basic Wind Speed\u003cspan\u003e \u003c\/span\u003e\u003ci\u003eV\u003c\/i\u003e\u003cspan\u003e \u003c\/span\u003e(ASCE Sect. 26.5, ASCE Figs. 26.5.-1a, b, c) \/ 22\u003c\/p\u003e\n\u003cp\u003e3.3 Enclosure Classification (ASCE Sects. 26.2 and 26.10) \/ 23\u003c\/p\u003e\n\u003cp\u003e3.4 Exposure Category (ASCE Sect. 26.7) \/ 24\u003c\/p\u003e\n\u003cp\u003e3.5 Topographic Factor\u003cspan\u003e \u003c\/span\u003e\u003ci\u003eKzt\u003c\/i\u003e\u003cspan\u003e \u003c\/span\u003e(ASCE Sect. 26.8, ASCE Fig. 26.8-1) \/ 27\u003c\/p\u003e\n\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\n\u003cp\u003e4.1 Introduction \/ 31\u003c\/p\u003e\n\u003cp\u003e4.2 Regular Approach: Steps Common to All Buildings and Other Structures (MWFRS and C\u0026amp;C) \/ 32\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e5 REGULAR APPROACH: BUILDINGS, PARAPETS, OVERHANGS (‘‘DIRECTIONAL’’ PROCEDURE), MWFRS 37\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e5.1 Introduction \/ 37\u003c\/p\u003e\n\u003cp\u003e5.2 Regular Approach: Enclosed or Partially Enclosed Buildings of All Heights, MWFRS \/ 37\u003c\/p\u003e\n\u003cp\u003e5.3 Regular Approach: Roof Overhangs and Parapets, MWFRS \/ 53\u003c\/p\u003e\n\u003cp\u003e5.4 Regular Approach: Open Buildings with Monoslope, Pitched, or Troughed Free Roofs, MWFRS \/ 55\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e6 REGULAR APPROACH: LOW-RISE BUILDINGS, PARAPETS, OVERHANGS (‘‘ENVELOPE’’ PROCEDURE), MWFRS 57\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e6.1 Net Pressures on Walls and Roof \/ 57\u003c\/p\u003e\n\u003cp\u003e6.2 Comparison Between Results Based on ASCE Sects. 27.4.1 and 28.4.1 \/ 62\u003c\/p\u003e\n\u003cp\u003e6.3 Regular Approach: Parapets and Roof Overhangs, MWFRS \/ 63\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e7 REGULAR APPROACH: STRUCTURES OTHER THAN BUILDINGS, MWFRS 65\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e7.1 Solid Freestanding Walls and Solid Signs \/ 65\u003c\/p\u003e\n\u003cp\u003e7.2 Open Signs, Lattice Frameworks, Trussed Towers \/ 69\u003c\/p\u003e\n\u003cp\u003e7.3 Chimneys, Tanks, Rooftop Equipment, and Similar Structures \/ 74\u003c\/p\u003e\n\u003cp\u003e7.4 Solid Attached Signs \/ 75\u003c\/p\u003e\n\u003cp\u003e7.5 Rooftop Structures and Equipment on Buildings \/ 77\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e8 SIMPLIFIED APPROACH: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS, PARAPETS, OVERHANGS (MWFRS) 81\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e8.1 Simplified Approach: Class 1 Buildings, Walls and Roof, MWFRS \/ 81\u003c\/p\u003e\n\u003cp\u003e8.2 Simplified Approach: Parapets, MWFRS \/ 85\u003c\/p\u003e\n\u003cp\u003e8.3 Simplified Approach: Roof Overhangs, MWFRS \/ 85\u003c\/p\u003e\n\u003cp\u003e8.4 Simplified Approach: Class 2 Buildings, Walls and Roof, MWFRS \/ 86\u003c\/p\u003e\n\u003cp\u003e8.5 Simplified Approach: Simple Diaphragm Low-Rise Buildings, MWFRS \/ 90\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e9 REGULAR AND SIMPLIFIED APPROACHES: C\u0026amp;C 95\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e9.1 Introduction \/ 95\u003c\/p\u003e\n\u003cp\u003e9.2 Regular Approach \/ 95\u003c\/p\u003e\n\u003cp\u003e9.3 Simplified Approaches \/ 105\u003c\/p\u003e\n\u003cp\u003ePART III WIND ENGINEERING FUNDAMENTALS 107\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e10 ATMOSPHERIC CIRCULATIONS 109\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e10.1 Atmospheric Hydrodynamics \/ 109\u003c\/p\u003e\n\u003cp\u003e10.2 Windstorms \/ 113\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e11 THE ATMOSPHERIC BOUNDARY LAYER 117\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e11.1 Wind Speeds and Averaging Times \/ 118\u003c\/p\u003e\n\u003cp\u003e11.2 Wind Speed Profiles \/ 121\u003c\/p\u003e\n\u003cp\u003e11.3 Atmospheric Turbulence \/ 130\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e12 EXTREME WIND SPEEDS AND WIND-INDUCED EFFECTS 137\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e12.1 Wind Speed Data \/ 138\u003c\/p\u003e\n\u003cp\u003e12.2 Cumulative Distributions, Exceedance Probabilities, Mean Recurrence Intervals \/ 141\u003c\/p\u003e\n\u003cp\u003e12.3 Parametric Estimates of\u003cspan\u003e \u003c\/span\u003e\u003ci\u003eN\u003c\/i\u003e-Year Wind Speeds; Closed Form Estimators; Software \/ 143\u003c\/p\u003e\n\u003cp\u003e12.4 Probabilistic Estimates of Wind Effects Based on Nondirectional and Directional Wind Speed Data \/ 149\u003c\/p\u003e\n\u003cp\u003e12.5 Development of Directional Databases of Hurricane Wind Speeds \/ 153\u003c\/p\u003e\n\u003cp\u003e12.6 Development of Directional Databases of Non-Hurricane Wind Speeds \/ 155\u003c\/p\u003e\n\u003cp\u003e12.7 Non-Parametric Statistics, Application to One-Dimensional Time Series \/ 157\u003c\/p\u003e\n\u003cp\u003e12.8 Error Estimates \/ 159\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e13 BLUFF BODY AERODYNAMICS BASICS; AERODYNAMIC TESTING 163\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e13.1 Introduction \/ 163\u003c\/p\u003e\n\u003cp\u003e13.2 Bluff Body Aerodynamics \/ 163\u003c\/p\u003e\n\u003cp\u003e13.3 Aerodynamic Testing \/ 173\u003c\/p\u003e\n\u003cp\u003e13.4 Low-Frequency Turbulence and Aerodynamic Pressures on Residential Homes \/ 183\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e14 STRUCTURAL DYNAMICS 185\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e14.1 Introduction \/ 185\u003c\/p\u003e\n\u003cp\u003e14.2 The Single-Degree-of Freedom Linear System \/ 186\u003c\/p\u003e\n\u003cp\u003e14.3 Continuously Distributed Linear Systems \/ 190\u003c\/p\u003e\n\u003cp\u003e14.4 Time Domain Solutions for Three-Dimensional Dynamic Response \/ 199\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e15 AEROELASTICITY 203\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e15.1 Introduction \/ 203\u003c\/p\u003e\n\u003cp\u003e15.2 Vortex-Induced Oscillations \/ 205\u003c\/p\u003e\n\u003cp\u003e15.3 Galloping \/ 206\u003c\/p\u003e\n\u003cp\u003e15.4 Flutter \/ 210\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e16 STRUCTURAL RELIABILITY UNDER WIND LOADING 217\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e16.1 Introduction \/ 217\u003c\/p\u003e\n\u003cp\u003e16.2 First-Order Second-Moment Approach, Load and Resistance Factors \/ 220\u003c\/p\u003e\n\u003cp\u003e16.3 Dependence of Wind Effects on Wind Directionality \/ 225\u003c\/p\u003e\n\u003cp\u003e16.4 Structural Strength Reserve \/ 226\u003c\/p\u003e\n\u003cp\u003e16.5 Design Criteria for Multi-Hazard Regions \/ 228\u003c\/p\u003e\n\u003cp\u003e16.6 Individual Uncertainties and Overall Uncertainty in the Estimation of Wind Effects \/ 229\u003c\/p\u003e\n\u003cp\u003e16.7 Calibration of Design MRIs in the Presence of Dynamic Effects or of Large Knowledge Uncertainties \/ 232\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e17 LOSS ESTIMATION 237\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e17.1 Introduction \/ 237\u003c\/p\u003e\n\u003cp\u003e17.2 Elements of Damage Estimation Procedures \/ 238\u003c\/p\u003e\n\u003cp\u003e17.3 Loss Estimation \/ 245\u003c\/p\u003e\n\u003cp\u003ePART IV WIND EFFECTS ON BUILDINGS 247\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e18 RIGID BUILDINGS 249\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e18.1 Introduction \/ 249\u003c\/p\u003e\n\u003cp\u003e18.2 Database-Assisted Design (DAD) \/ 252\u003c\/p\u003e\n\u003cp\u003e18.3 Wind Directionality Effects \/ 258\u003c\/p\u003e\n\u003cp\u003e18.4 Uncertainties in the Estimation of Wind Effects \/ 259\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003e19 TALL BUILDINGS 261\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e19.1 Introduction \/ 261\u003c\/p\u003e\n\u003cp\u003e19.2 High-Frequency Force Balance Approach (HFFB) \/ 263\u003c\/p\u003e\n\u003cp\u003e19.3 Aeroelastic Effects. Testing Based on Strain Measurements \/ 265\u003c\/p\u003e\n\u003cp\u003e19.4 Database-Assisted Design \/ 269\u003c\/p\u003e\n\u003cp\u003e19.5 Serviceability Requirements \/ 278\u003c\/p\u003e\n\u003cp\u003e19.6 Preliminary Estimates of Flexible Building Response \/ 279\u003c\/p\u003e\n\u003cp\u003ePART V APPENDICES 287\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003eAPPENDIXA1 RANDOM PROCESSES 289\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003eA1.1 Fourier Series and Fourier Integrals \/ 290\u003c\/p\u003e\n\u003cp\u003eA1.2 Parseval’s Equality \/ 291\u003c\/p\u003e\n\u003cp\u003eA1.3 Spectral Density Function of a Random Stationary Signal \/ 292\u003c\/p\u003e\n\u003cp\u003eA1.4 Autocorrelation Function of a Random Stationary Signal \/ 293\u003c\/p\u003e\n\u003cp\u003eA1.5 Cross-Covariance Function, Co-Spectrum, Quadrature Spectrum, Coherence \/ 295\u003c\/p\u003e\n\u003cp\u003eA1.6 Mean Upcrossing and Outcrossing Rate for a Gaussian Process \/ 296\u003c\/p\u003e\n\u003cp\u003eA1.7 Probability Distribution of the Peak Value of a Normally Distributed Random Signal \/ 297\u003c\/p\u003e\n\u003cp\u003eA1.8 Probability Distribution of the Peak Value of a Non-Gaussian Random Signal \/ 298\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003eAPPENDIXA2 MEAN WIND PROFILES AND ATMOSPHERIC BOUNDARY LAYER DEPTH 301\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003eA2.1 Equations of Balance of Momenta within the Atmospheric Boundary Layer \/ 301\u003c\/p\u003e\n\u003cp\u003eA2.2 The Turbulent Ekman Layer \/ 302\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003eAPPENDIXA3 SPECTRA OF TURBULENT VELOCITY FLUCTUATIONS, KOLMOGOROV HYPOTHESES 307\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003eAPPENDIXA4 WIND DIRECTIONALITY EFFECTS, OUTCROSSING AND SECTOR-BY-SECTOR\u003c\/b\u003e\u003cspan\u003e \u003c\/span\u003e\u003cb\u003eAPPROACHES 311\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003eA4.1 Approach Based on the Outcrossing of the Limit-State Boundary \/ 311\u003c\/p\u003e\n\u003cp\u003eA4.2 The Sector-By-Sector Approach [18-10] \/ 313\u003c\/p\u003e\n\u003cp\u003e\u003cb\u003eAPPENDIXA5 REPORT ON ESTIMATION OF WIND EFFECTS ON THE WORLD TRADE CENTER TOWERS 315\u003c\/b\u003e\u003c\/p\u003e\n\u003cp\u003eREFERENCES 323\u003c\/p\u003e\n\u003cp\u003eINDEX 333\u003c\/p\u003e\n\u003c\/div\u003e\n\u003cp\u003e \u003c\/p\u003e\n\u003ch2 class=\"section-title collapsed\" data-target=\"#author-section-item\" data-toggle=\"collapse\"\u003eABOUT THE AUTHOR\u003c\/h2\u003e\n\u003cdiv class=\"collapse\" id=\"author-section-item\"\u003e\n\u003cb\u003eEmil Simiu, PE, PhD\u003c\/b\u003e, 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 \u0026amp; 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\u003cspan\u003e \u003c\/span\u003e\u003ci\u003eDesign of Buildings\u003c\/i\u003e\u003cspan\u003e \u003c\/span\u003eand\u003cspan\u003e \u003c\/span\u003e\u003ci\u003eBridges for Wind\u003c\/i\u003e. In addition, Dr. Simiu is the coauthor of\u003cspan\u003e \u003c\/span\u003e\u003ci\u003eWind Effects on Structures, Third Edition\u003c\/i\u003e\u003cspan\u003e \u003c\/span\u003e(Wiley).\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e\n\u003c\/div\u003e","brand":"ebooklok","offers":[{"title":"PDF","offer_id":56753718657355,"sku":null,"price":29.99,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1031\/1204\/8971\/files\/0470464925.jpg?v=1773058573","url":"https:\/\/bookread.io\/products\/design-of-buildings-for-wind-a-guide-for-asce-7-10-standard-users-and-designers-of-special-structures-2nd-edition","provider":"bookread","version":"1.0","type":"link"}