000			04024nam a22005055i 4500
001			u374555
003			SIRSI
005			20160812084240.0
007			cr nn 008mamaa
008			100715s2010 gw | s |||| 0|eng d
020			_a9783642136603 _9978-3-642-13660-3
040			_cMX-MeUAM
050		4	_aTA349-359
082	0	4	_a620.1 _223
100	1		_aStrømmen, Einar N. _eauthor.
245	1	0	_aTheory of Bridge Aerodynamics _h[recurso electrónico] / _cby Einar N. Strømmen.
264		1	_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg, _c2010.
300			_aXXI, 302 p. _bonline resource.
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
347			_atext file _bPDF _2rda
505	0		_aSOME BASIC STATISTICAL CONCEPTS IN WIND ENGINEERING -- STOCHASTIC DESCRIPTION OF TURBULENT WIND -- BASIC THEORY OF STOCHASTIC DYNAMIC RESPONSE CALCULATIONS -- WIND AND MOTION INDUCED LOADS -- WIND INDUCED STATIC AND DYNAMIC RESPONSE CALCULATIONS -- DETERMINATION OF CROSS SECTIONAL FORCES -- MOTION INDUCED INSTABILITIES -- THE BUFFETING THEORY IN A FINITE ELEMENT FORMAT.
520			_aIn this second edition a new chapter has been added covering the buffeting theory in a finite element format. The motivation for this has been that a finite element format is becoming more and more dominant in all areas of structural mechanics. It is streamlined for computer programming, and it facilitates the use of general purpose routines that are applicable in several types of structural engineering problems. In this book the finite element formulation of the problem of dynamic response calculations follows the general principle of virtual work, a general principle which may be found in many other text books. While the buffeting wind load itself has with no trouble been included in a finite element format, the main challenge has been to obtain a consistent formulation that includes all the relevant motion induced forces. This has been important, because, while many structures (e.g. long-span suspension bridges) may suffer greatly and become unstable at high wind velocities, the same structures may also benefit from these effects at the design wind velocity. It is well known that motion induced forces will change the stiffness and damping properties of the combined structure and flow system. If calculations are performed for a suitably close set of increasing mean wind velocities and the changing mechanical properties (stiffness and damping) are updated from one velocity to the next, then the response of the system may be followed up to wind velocities close to the stability limit, i.e. up to response values that are perceived as unduly large. Finite element calculations may be performed in time domain, in frequency domain or converted into a modal format. All these options have been included. Pursuing a time domain solution strategy requires the use of the so-called indicial functions. The theory behind such a formulation is also covered, and the determination of these functions from aerodynamic derivatives has been included in a separate appendix.
650		0	_aEngineering.
650		0	_aEngineering mathematics.
650		0	_aMechanics, applied.
650		0	_aMaterials.
650		0	_aMechanical engineering.
650		0	_aCivil engineering.
650	1	4	_aEngineering.
650	2	4	_aStructural Mechanics.
650	2	4	_aContinuum Mechanics and Mechanics of Materials.
650	2	4	_aCivil Engineering.
650	2	4	_aEngineering, general.
650	2	4	_aAppl.Mathematics/Computational Methods of Engineering.
650	2	4	_aTheoretical and Applied Mechanics.
710	2		_aSpringerLink (Online service)
773	0		_tSpringer eBooks
776	0	8	_iPrinted edition: _z9783642136597
856	4	0	_zLibro electrónico _uhttp://148.231.10.114:2048/login?url=http://link.springer.com/book/10.1007/978-3-642-13660-3
596			_a19
942			_cLIBRO_ELEC
999			_c202435 _d202435