| 000 | 03163nam a22005055i 4500 | ||
|---|---|---|---|
| 001 | 978-4-431-54046-5 | ||
| 003 | DE-He213 | ||
| 005 | 20140220083333.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 120228s2012 ja | s |||| 0|eng d | ||
| 020 |
_a9784431540465 _9978-4-431-54046-5 |
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| 024 | 7 |
_a10.1007/978-4-431-54046-5 _2doi |
|
| 050 | 4 | _aTA1-2040 | |
| 072 | 7 |
_aTN _2bicssc |
|
| 072 | 7 |
_aTEC009020 _2bisacsh |
|
| 082 | 0 | 4 |
_a624 _223 |
| 100 | 1 |
_aFujino, Yozo. _eauthor. |
|
| 245 | 1 | 0 |
_aWind Resistant Design of Bridges in Japan _h[electronic resource] : _bDevelopments and Practices / _cby Yozo Fujino, Kichiro Kimura, Hiroshi Tanaka. |
| 264 | 1 |
_aTokyo : _bSpringer Japan : _bImprint: Springer, _c2012. |
|
| 300 |
_aXII, 256p. 129 illus. _bonline resource. |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_acomputer _bc _2rdamedia |
||
| 338 |
_aonline resource _bcr _2rdacarrier |
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| 347 |
_atext file _bPDF _2rda |
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| 505 | 0 | _aWind Resistant Design Codes for Bridges in Japan -- Wind Resistant Design of Highway Bridges in General -- Wind Related Codes for the Honshu-Shikoku Project -- Design Wind Speed -- Structural Damping -- Wind Tunnel Tests -- Numerical Analysis and its Verification in Wind Resistant Design -- Vibration Control for Bridge Girders -- Vibration Control for Bridge Towers and Field Measurement -- Cable Vibrations and Control Methods -- Vibration Control for Bridge Members -- Wind Effects on Traffic. | |
| 520 | _aFor long-span bridges, wind action is a dominant factor in their safety and serviceability. A large number of long-span bridges have been built in Japan over the past 30 years, and tremendous amounts of research and technical development have been accomplished in wind resistant design. This book is a compilation of the results of active research and development. Wind resistant design standards generated in Japan are described in the first few chapters. Then comes information such as design wind speed, structural damping, wind tunnel tests, and analyses, which provide the basis of the design standards. Wind-induced vibrations and their control of girders, towers, cables, and other features are explained with examples of field measurements. Comprehensive listings of Japanese experience in vibration control are also presented. Because achieving particularly dynamic safety against wind is still not an easy task, these data and information will be valuable assets for the wind-engineering and bridge-engineering communities. | ||
| 650 | 0 | _aEngineering. | |
| 650 | 0 | _aComputer simulation. | |
| 650 | 0 | _aArchitecture. | |
| 650 | 0 | _aNumerical analysis. | |
| 650 | 0 | _aCivil engineering. | |
| 650 | 1 | 4 | _aEngineering. |
| 650 | 2 | 4 | _aCivil Engineering. |
| 650 | 2 | 4 | _aNumerical Analysis. |
| 650 | 2 | 4 | _aSimulation and Modeling. |
| 650 | 2 | 4 | _aBasics of Construction. |
| 700 | 1 |
_aKimura, Kichiro. _eauthor. |
|
| 700 | 1 |
_aTanaka, Hiroshi. _eauthor. |
|
| 710 | 2 | _aSpringerLink (Online service) | |
| 773 | 0 | _tSpringer eBooks | |
| 776 | 0 | 8 |
_iPrinted edition: _z9784431540458 |
| 856 | 4 | 0 | _uhttp://dx.doi.org/10.1007/978-4-431-54046-5 |
| 912 | _aZDB-2-ENG | ||
| 999 |
_c104036 _d104036 |
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