000 | 03262cam a22006138i 4500 | ||
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001 | on1050140203 | ||
003 | OCoLC | ||
005 | 20220711203454.0 | ||
006 | m o d | ||
007 | cr ||||||||||| | ||
008 | 180821s2018 nju ob 001 0 eng | ||
010 | _a 2018040522 | ||
040 |
_aDLC _beng _erda _cDLC _dOCLCO _dOCLCF _dDG1 _dYDX _dUKAHL |
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019 |
_a1082962525 _a1100447100 |
||
020 |
_a9781119375906 _q(Adobe PDF) |
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020 |
_a1119375908 _q(Adobe PDF) |
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020 |
_a9781119375890 _q(electronic bk. : oBook) |
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020 |
_a1119375894 _q(electronic bk. : oBook) |
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020 |
_a9781119375937 _q(ePub) |
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020 |
_a1119375932 _q(ePub) |
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020 | _z9781119375883 (hardcover) | ||
020 | _z1119375886 | ||
029 | 1 |
_aCHVBK _b55902634X |
|
029 | 1 |
_aCHNEW _b001039171 |
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029 | 1 |
_aAU@ _b000063903638 |
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035 |
_a(OCoLC)1050140203 _z(OCoLC)1082962525 _z(OCoLC)1100447100 |
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042 | _apcc | ||
050 | 1 | 0 | _aTA654.5 |
082 | 0 | 0 |
_a624.1/75 _223 |
049 | _aMAIN | ||
100 | 1 |
_aSimiu, Emil, _eauthor. _97999 |
|
245 | 1 | 0 |
_aWind effects on structures : _bmodern structural design for wind / _cEmil 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. |
250 | _aFourth edition. | ||
263 | _a1901 | ||
264 | 1 |
_aHoboken, NJ : _bJohn Wiley & Sons, _c2018. |
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300 | _a1 online resource | ||
336 |
_atext _btxt _2rdacontent |
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337 |
_acomputer _bn _2rdamedia |
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338 |
_aonline resource _bnc _2rdacarrier |
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504 | _aIncludes bibliographical references and index. | ||
520 |
_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. |
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588 | _aDescription based on print version record and CIP data provided by publisher; resource not viewed. | ||
650 | 0 |
_aWind-pressure. _98000 |
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650 | 0 |
_aBuildings _xAerodynamics. _98001 |
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650 | 0 |
_aWind resistant design. _98002 |
|
650 | 7 |
_aBuildings _xAerodynamics. _2fast _0(OCoLC)fst00840967 _98001 |
|
650 | 7 |
_aWind-pressure. _2fast _0(OCoLC)fst01175736 _98000 |
|
650 | 7 |
_aWind resistant design. _2fast _0(OCoLC)fst01175685 _98002 |
|
700 | 1 |
_aYeo, DongHun, _eauthor. _98003 |
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776 | 0 | 8 |
_iPrint version: _aSimiu, Emil, author. _tWind effects on structures _bFourth edition. _dHoboken, NJ : John Wiley & Sons, 2018 _z9781119375883 _w(DLC) 2018038948 |
856 | 4 | 0 |
_uhttps://doi.org/10.1002/9781119375890 _zWiley Online Library |
942 | _cEBK | ||
994 |
_aC0 _bDG1 |
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999 |
_c68996 _d68996 |