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| 001 | 96116 | ||
| 003 | ES-MaUEC | ||
| 005 | 20230102112739.0 | ||
| 006 | m o d | ||
| 007 | cr cnu---unuuu | ||
| 008 | 170602s2017 sz ob 000 0 eng d | ||
| 020 |
_a3319561367 _q(electronic bk.) |
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| 020 |
_a9783319561363 _q(electronic bk.) |
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| 020 | _z3319561340 | ||
| 020 | _z9783319561349 | ||
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_aYDX _cYDX _dN$T _dEBLCP _dN$T _dGW5XE _dUAB _dESU _dAZU _dUPM _dOCLCF _dIOG _dCOO _dMERER _dOCLCQ _dU3W _dES-MaUEC _bspa |
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| 050 | 4 |
_aTA190 _b.D963 2017 EB |
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| 245 | 0 | 0 |
_aDynamic response of infrastructure to environmentally induced loads : _banalysis, measurements, testing and design _cAnastasios G. Sextos, George D. Manolis, editors. |
| 264 | 1 |
_aCham _bSpringer _c2017. |
|
| 300 | _a1 recurso en línea | ||
| 336 |
_aTexto _btxt _2rdacontent |
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| 337 |
_aelectrónico _bc _2rdamedia |
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| 338 |
_arecurso electrónico _bcr _2rdacarrier |
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| 347 |
_atext file _bPDF |
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| 490 | 0 |
_aLecture notes in civil engineering _vvolume 2 |
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| 500 |
_aSpringerLink _bSpringer Engineering eBooks 2017 English+International |
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| 504 | _aIncluye referencias bibliográficas | ||
| 505 | 0 | _aInfluence of seismic wave angle of incidence over the response of long curved bridges considering soil-structure-interaction -- Alternative approaches to the seismic analysis of R/C bridges -- Multi-platform hybrid (experimental-analysis) simulations -- Field structural dynamic tests at the Volvi, Greece, European test-site -- An intercontinental hybrid simulation experiment for the purposes of seismic assessment of a three-span R/C bridge -- Experimental seismic assessment of the effectiveness of isolation techniques for the seismic protection of existing R/C Bridges -- Modeling of high damping rubber bearings -- Experimental methods and activities in support of earthquake engineering -- Time reversal and imaging for structures -- Decentralized infrastructure health monitoring using embedded computing in wireless sensor networks -- Effects of local site conditions on the inelastic dynamic response of R/C bridges -- BEM-FEM coupling in the time domain for soil-tunnel interaction -- Energy methods for assessing dynamic soil-structure-interaction response in buildings -- Numerical and experimental identification of soil-foundation-bridge system dynamic characteristics -- Quantification of the seismic collapse capacity of regular frame structures. | |
| 520 | 3 | _aThis book provides state of the art coverage of important current issues in the analysis, measurement, and monitoring of the dynamic response of infrastructure to environmental loads, including those induced by earthquake motion and differential soil settlement. The coverage is in five parts that address numerical methods in structural dynamics, soil-structure interaction analysis, instrumentation and structural health monitoring, hybrid experimental mechanics, and structural health monitoring for bridges. Examples that give an impression of the scope of the topics discussed include the seismic analysis of bridges, soft computing in earthquake engineering, use of hybrid methods for soil-structure interaction analysis, effects of local site conditions on the inelastic dynamic analysis of bridges, embedded models in wireless sensor networks for structural health monitoring, recent developments in seismic simulation methods, and seismic performance assessment and retrofit of structures. Throughout, the emphasis is on the most significant recent advances and new material. The book comprises extended versions of contributions delivered at the DE-GRIE Lab Workshop 2014, held in Thessaloniki, Greece, in November 2014. | |
| 650 | 7 |
_aIngeniería _2embne _0(OCoLC)fst00910368 _0 _9670301 |
|
| 700 | 1 |
_aManolis, G. D. _q(George D.), _eeditor literario |
|
| 700 | 1 |
_aSextos, Anastasios, _eeditor literario |
|
| 856 | 4 | 0 |
_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-3-319-56136-3 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid) |
| 988 | _aEBOOK, asignarmaterias, EBSPRINGER_2017D | ||
| 998 |
_b02/2018 _dz _e- _zSI |
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| 999 |
_c96116 _d96116 _x1 |
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