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The collapse frequency of structures...
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Proske, Dirk.
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The collapse frequency of structures = bridges - dams - tunnels - retaining structures - buildings /
Record Type:
Electronic resources : Monograph/item
Title/Author:
The collapse frequency of structures/ by Dirk Proske.
Reminder of title:
bridges - dams - tunnels - retaining structures - buildings /
Author:
Proske, Dirk.
Published:
Cham :Springer International Publishing : : 2022.,
Description:
xii, 147 p. :ill., digital ;24 cm.
[NT 15003449]:
Introduction and Initial Position -- Preliminary Considerations -- Bridges -- Dams -- Tunnel -- Retaining Structures -- Buildings and Structures -- Stadiums -- Wind Turbines -- Nuclear Power Plants -- Concluding Remarks.
Contained By:
Springer Nature eBook
Subject:
Structural failures - Risk assessment. -
Online resource:
https://doi.org/10.1007/978-3-030-97247-9
ISBN:
9783030972479
The collapse frequency of structures = bridges - dams - tunnels - retaining structures - buildings /
Proske, Dirk.
The collapse frequency of structures
bridges - dams - tunnels - retaining structures - buildings /[electronic resource] :by Dirk Proske. - Cham :Springer International Publishing :2022. - xii, 147 p. :ill., digital ;24 cm.
Introduction and Initial Position -- Preliminary Considerations -- Bridges -- Dams -- Tunnel -- Retaining Structures -- Buildings and Structures -- Stadiums -- Wind Turbines -- Nuclear Power Plants -- Concluding Remarks.
The 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.
ISBN: 9783030972479
Standard No.: 10.1007/978-3-030-97247-9doiSubjects--Topical Terms:
3598766
Structural failures
--Risk assessment.
LC Class. No.: TA656.5 / .P76 2022
Dewey Class. No.: 624.171
The collapse frequency of structures = bridges - dams - tunnels - retaining structures - buildings /
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Introduction and Initial Position -- Preliminary Considerations -- Bridges -- Dams -- Tunnel -- Retaining Structures -- Buildings and Structures -- Stadiums -- Wind Turbines -- Nuclear Power Plants -- Concluding Remarks.
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The 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.
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Engineering (SpringerNature-11647)
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電子資源
11.線上閱覽_V
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EB TA656.5 .P76 2022
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