000			03581nam a22005295i 4500
999			_c200457266 _d75478
003			TR-AnTOB
005			20231117173843.0
007			cr nn 008mamaa
008			220512s2022 sz | s |||| 0|eng d
020			_a9783030972479
024	7		_a10.1007/978-3-030-97247-9 _2doi
040			_aTR-AnTOB _beng _cTR-AnTOB _erda
041			_aeng
050		4	_aTA656.5
072		7	_aTNK _2bicssc
072		7	_aTEC005050 _2bisacsh
072		7	_aTNK _2thema
090			_aTA656.5EBK
100	1		_aProske, Dirk. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut
245	1	4	_aThe Collapse Frequency of Structures _h[electronic resource] : _bBridges - Dams - Tunnels - Retaining structures - Buildings / _cby Dirk Proske.
250			_a1st ed. 2022.
264		1	_aCham : _bSpringer International Publishing : _bImprint: Springer, _c2022.
300			_a1 online resource
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
347			_atext file _bPDF _2rda
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.
650		0	_aBuildings—Design and construction.
650		0	_aLight construction.
650		0	_aSteel construction.
650		0	_aLightweight construction.
650		0	_aBuilding construction.
650	1	4	_aBuilding Construction and Design.
650	2	4	_aLight-weight Construction, Steel and Timber Construction.
650	2	4	_aSolid Construction.
653		0	_aStructural failures -- Risk assessment
653		0	_atructural stability -- Statistical methods
710	2		_aSpringerLink (Online service)
856	4	0	_uhttps://doi.org/10.1007/978-3-030-97247-9 _3Springer eBooks _zOnline access link to the resource
942			_2lcc _cEBK