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| 003 | ES-MaUEC | ||
| 005 | 20230110223003.0 | ||
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| 007 | cr nn 008mamaa | ||
| 008 | 230110s2022 sz | s |||| 0|eng d | ||
| 020 | _a9783030972479 | ||
| 024 | 7 |
_a10.1007/978-3-030-97247-9 _2doi |
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| 040 |
_aES-MaUEC _bspa _cES-MaUEC _dES-MaUEC |
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| 050 | 4 |
_aTA656.5 _b2022 EB |
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| 100 | 1 |
_aProske, Dirk _eautor _4aut _4http://id.loc.gov/vocabulary/relators/aut _9681950 |
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| 245 | 1 | 4 |
_aThe Collapse Frequency of Structures : _bBridges - Dams - Tunnels - Retaining structures - Buildings _cby Dirk Proske |
| 250 | _a1st edition 2022 | ||
| 264 | 1 |
_aCham _bSpringer International Publishing _c2022 |
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| 300 |
_a1 recurso en línea (XII, 147 páginas) _b71 ilustraciones, 62 ilustraciones a color |
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| 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 |
_aarchivo de texto _bPDF |
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| 505 | 0 | _aIntroduction and Initial Position -- Preliminary Considerations -- Bridges -- Dams -- Tunnel -- Retaining Structures -- Buildings and Structures -- Stadiums -- Wind Turbines -- Nuclear Power Plants -- Concluding Remarks. | |
| 520 | _aThe mathematical verification of the safety of structures can be done by determining the probability of failure or by using safety elements. Observed damages and collapses are usually assessed within the framework of expert reports, which seems reasonable due to the large number of unique structures in the construction industry. However, there should also be an examination of observed safety across all structures. Therefore, in this book the collapse frequencies are determined for different types of structures, such as bridges, dams, tunnels, retaining structures and buildings. The collapse frequency, like the failure probability, belongs to stochasticity. Therefore, the observed mean collapse frequencies and the calculated mean failure probabilities are compared. This comparison shows that the collapse frequencies are usually lower than the calculated failure probabilities. In addition, core damage frequencies and probabilities are given to extend the comparison to another technical product. About the Author: Prof. (FH) Dr.-Ing. habil. Dirk Proske MSc. studied civil engineering in Dresden and London. He worked at various universities, such as the TU Dresden, the University of Natural Resources and Applied Life Sciences Vienna and the TU Delft. He has also worked for various engineering firms and on various construction sites, including in South Africa and Indonesia. Since 2018, he has been a professor of risk management at the Bern University of Applied Sciences. | ||
| 988 | _aSpringer_Engineering_2022 | ||
| 650 | 7 |
_2embne _9164134 _aEstabilidad |
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| 650 | 7 |
_2embne _9138306 _aConstrucción |
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| 650 | 7 |
_2embne _9280395 _aEstructuras (Construcción) _xFallos |
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| 776 | 0 | 8 |
_iPrinted edition: _z9783030972462 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783030972486 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783030972493 |
| 856 | 4 | 0 |
_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-97247-9 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid) |
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_2lcc _cLE |
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| 998 |
_b01/2023 _dz _eIG _zSI |
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