000			03086nam a22003855i 4500
001			308889
003			MX-SnUAN
005			20190925105739.0
007			cr nn 008mamaa
008			150903s2012 ja | o |||| 0|eng d
020			_a9784431540465 _99784431540465
024	7		_a10.1007/9784431540465 _2doi
035			_avtls000363812
039		9	_a201509030641 _bVLOAD _c201405070348 _dVLOAD _y201402211155 _zstaff
040			_aMX-SnUAN _bspa _cMX-SnUAN _erda
050		4	_aTA1-2040
100	1		_aFujino, Yozo. _eautor _9348947
245	1	0	_aWind Resistant Design of Bridges in Japan : _bDevelopments and Practices / _cby Yozo Fujino, Kichiro Kimura, Hiroshi Tanaka.
264		1	_aTokyo : _bSpringer Japan : _bImprint: Springer, _c2012.
300			_axii, 256 páginas 129 ilustraciones _brecurso en línea.
336			_atexto _btxt _2rdacontent
337			_acomputadora _bc _2rdamedia
338			_arecurso en línea _bcr _2rdacarrier
347			_aarchivo de texto _bPDF _2rda
500			_aSpringer eBooks
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.
590			_aPara consulta fuera de la UANL se requiere clave de acceso remoto.
700	1		_aKimura, Kichiro. _eautor _9348948
710	2		_aSpringerLink (Servicio en línea) _9299170
776	0	8	_iEdición impresa: _z9784431540458
700	1		_9348949 _aTanaka, Hiroshi. _eautor
856	4	0	_uhttp://remoto.dgb.uanl.mx/login?url=http://dx.doi.org/10.1007/978-4-431-54046-5 _zConectar a Springer E-Books (Para consulta externa se requiere previa autentificación en Biblioteca Digital UANL)
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999			_c308889 _d308889