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
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.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
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