000 02816nam a22003735i 4500
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008 150903s2014 gw | o |||| 0|eng d
020 _a9783319026152
_99783319026152
024 7 _a10.1007/9783319026152
_2doi
035 _avtls000346269
039 9 _a201509030914
_bVLOAD
_c201405050332
_dVLOAD
_y201402070853
_zstaff
040 _aMX-SnUAN
_bspa
_cMX-SnUAN
_erda
050 4 _aTA355
100 1 _aCastaldo, Paolo.
_eautor
_9326409
245 1 0 _aIntegrated Seismic Design of Structure and Control Systems /
_cby Paolo Castaldo.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2014.
300 _axI, 220 páginas 236 ilustraciones
_brecurso en línea.
336 _atexto
_btxt
_2rdacontent
337 _acomputadora
_bc
_2rdamedia
338 _arecurso en línea
_bcr
_2rdacarrier
347 _aarchivo de texto
_bPDF
_2rda
490 0 _aSpringer Tracts in Mechanical Engineering,
_x2195-9862
500 _aSpringer eBooks
505 0 _aPassive Structural Control -- Passive Energy Dissipation Devices -- Dynamic Response of Systems Equipped with Viscous and Viscoelastic Dampers -- Modeling of Viscoelastic Dissipative Bracing Systems -- Integrated Design of Proportionally Damped Framed Structural Systems Equipped with Viscous Dampers -- Applying the Optimal Integrated Design Methodology.
520 _aThe structural optimization procedure presented in this book makes it possible to achieve seismic protection through integrated structural/control system design. In particular, it is explained how slender structural systems with a high seismic performance can be achieved through inclusion of viscous and viscoelastic dampers as an integral part of the system. Readers are provided with essential introductory information on passive structural control and passive energy dissipation systems. Dynamic analyses of both single and multiple degree of freedom systems are performed in order to verify the achievement of pre-assigned performance targets, and it is explained how the optimal integrated design methodology, also relevant to retrofitting of existing buildings, should be applied. The book illustrates how structural control research is opening up new possibilities in structural forms and configurations without compromising structural performance.
590 _aPara consulta fuera de la UANL se requiere clave de acceso remoto.
710 2 _aSpringerLink (Servicio en línea)
_9299170
776 0 8 _iEdición impresa:
_z9783319026145
856 4 0 _uhttp://remoto.dgb.uanl.mx/login?url=http://dx.doi.org/10.1007/978-3-319-02615-2
_zConectar a Springer E-Books (Para consulta externa se requiere previa autentificación en Biblioteca Digital UANL)
942 _c14
999 _c293629
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