LEADER 02557nam 2200529 450 001 9910826456903321 005 20230822165450.0 010 $a1-119-37593-2 010 $a1-5231-2861-5 010 $a1-119-37589-4 010 $a1-119-37590-8 035 $a(CKB)4100000007520161 035 $a(Au-PeEL)EBL5632907 035 $a(CaPaEBR)ebr11645183 035 $a(OCoLC)1050140203 035 $a(MiAaPQ)EBC5632907 035 $a(EXLCZ)994100000007520161 100 $a20190128d2019 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aWind effects on structures $emodern structural design for wind /$fEmil Simiu, P.E., Ph.D., NIST Fellow, National Institute of Standards and Technology, DongHun Yeo, P.E., Ph.D., Research Engineer, National Institute of Standards and Technology 205 $aFourth edition. 210 1$aHoboken, New Jersey ;$aChichester, West Sussex, England :$cWiley Blackwell,$d2019. 215 $a1 online resource (523 pages) 225 0 $aTHEi Wiley ebooks. 311 $a1-119-37588-6 320 $aIncludes bibliographical references and index. 330 $a"The typical process by which engineered buildings are designed for wind loads in current practice has serious shortcomings. This is due to the inadequate pressure measurement technology and computational resources at the time of its development, and to an ineffective framework for the cooperation between wind and structural engineers. As a result, independent estimates of wind forces on major tall buildings performed in the early 2000s by prominent wind engineering laboratories were found to differ from each other by over 40 %. This finding, and similar findings reported in the literature, prompted intense research efforts that, along with the development of the pressure scanner, led to major advances in the state of the art. However, these advances have not yet been integrated effectively into design practice"--$cProvided by publisher. 606 $aWind-pressure 606 $aBuildings$xAerodynamics 606 $aWind resistant design 615 0$aWind-pressure. 615 0$aBuildings$xAerodynamics. 615 0$aWind resistant design. 676 $a624.175 700 $aSimiu$b Emil$043582 702 $aYeo$b DongHun 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910826456903321 996 $aWind effects on structures$94011372 997 $aUNINA