Application of Structural Systems Reliability Theory:
During the last two decades more and more universities offer courses on modern structural reliability theory. A course on structural reliability theory is now a natural part of the curri culum for mechanical and structural engineering students. As a result of this, a number of textbooks have been p...
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| Hauptverfasser: | , |
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Berlin, Heidelberg
Springer Berlin Heidelberg
1986
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| Schlagworte: | |
| Online-Zugang: | BTU01 Volltext |
| Zusammenfassung: | During the last two decades more and more universities offer courses on modern structural reliability theory. A course on structural reliability theory is now a natural part of the curri culum for mechanical and structural engineering students. As a result of this, a number of textbooks have been published in this decade. In PlOst of these books it is shown how the reliability of single structural members can be evaluated in a rational way. The methods used are usually so-called level 2 methods, i. e. methods involving certain approximate iter ative calculations to obtain an approximate value of the probability of failure of the struc tural members. In these methods the joint probability distribution of relevant variables (re sistance variables, loads, etc. ) is simplified and the failure criteria are idealized in such a way that the reliability calculations can be performed without an unreasonable amount of work. In spite of the approximations and idealizations made it is believed that a rational treatment of uncertainties in structural engineering can be obtained by level 2 methods. Usually, in sufficient data are at hand to make a more advanced estimate of the reliability of a struc tural member. It has been recognized for many years that a fully satisfactory estimate of the reliability of a structure must be based on a systems approach. In some situations it is sufficient to estimate the reliability of the individual structural members of a structural system |
| Beschreibung: | 1 Online-Ressource (VIII, 343 p) |
| ISBN: | 9783642827648 |
| DOI: | 10.1007/978-3-642-82764-8 |
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| 520 | |a During the last two decades more and more universities offer courses on modern structural reliability theory. A course on structural reliability theory is now a natural part of the curri culum for mechanical and structural engineering students. As a result of this, a number of textbooks have been published in this decade. In PlOst of these books it is shown how the reliability of single structural members can be evaluated in a rational way. The methods used are usually so-called level 2 methods, i. e. methods involving certain approximate iter ative calculations to obtain an approximate value of the probability of failure of the struc tural members. In these methods the joint probability distribution of relevant variables (re sistance variables, loads, etc. ) is simplified and the failure criteria are idealized in such a way that the reliability calculations can be performed without an unreasonable amount of work. In spite of the approximations and idealizations made it is believed that a rational treatment of uncertainties in structural engineering can be obtained by level 2 methods. Usually, in sufficient data are at hand to make a more advanced estimate of the reliability of a struc tural member. It has been recognized for many years that a fully satisfactory estimate of the reliability of a structure must be based on a systems approach. In some situations it is sufficient to estimate the reliability of the individual structural members of a structural system | ||
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Datensatz im Suchindex
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| any_adam_object | |
| author | Thoft-Christensen, Palle Murotsu, Yoshisada |
| author_facet | Thoft-Christensen, Palle Murotsu, Yoshisada |
| author_role | aut aut |
| author_sort | Thoft-Christensen, Palle |
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| bvnumber | BV045185904 |
| collection | ZDB-2-ENG |
| ctrlnum | (ZDB-2-ENG)978-3-642-82764-8 (OCoLC)1185219409 (DE-599)BVBBV045185904 |
| dewey-full | 620.1 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620.1 |
| dewey-search | 620.1 |
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| id | DE-604.BV045185904 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T08:10:56Z |
| institution | BVB |
| isbn | 9783642827648 |
| language | English |
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| physical | 1 Online-Ressource (VIII, 343 p) |
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| publishDate | 1986 |
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| spelling | Thoft-Christensen, Palle Verfasser aut Application of Structural Systems Reliability Theory by Palle Thoft-Christensen, Yoshisada Murotsu Berlin, Heidelberg Springer Berlin Heidelberg 1986 1 Online-Ressource (VIII, 343 p) txt rdacontent c rdamedia cr rdacarrier During the last two decades more and more universities offer courses on modern structural reliability theory. A course on structural reliability theory is now a natural part of the curri culum for mechanical and structural engineering students. As a result of this, a number of textbooks have been published in this decade. In PlOst of these books it is shown how the reliability of single structural members can be evaluated in a rational way. The methods used are usually so-called level 2 methods, i. e. methods involving certain approximate iter ative calculations to obtain an approximate value of the probability of failure of the struc tural members. In these methods the joint probability distribution of relevant variables (re sistance variables, loads, etc. ) is simplified and the failure criteria are idealized in such a way that the reliability calculations can be performed without an unreasonable amount of work. In spite of the approximations and idealizations made it is believed that a rational treatment of uncertainties in structural engineering can be obtained by level 2 methods. Usually, in sufficient data are at hand to make a more advanced estimate of the reliability of a struc tural member. It has been recognized for many years that a fully satisfactory estimate of the reliability of a structure must be based on a systems approach. In some situations it is sufficient to estimate the reliability of the individual structural members of a structural system Engineering Theoretical and Applied Mechanics Building Construction Mechanics Mechanics, Applied Buildings / Design and construction Building Construction Engineering, Architectural Zuverlässigkeit (DE-588)4059245-5 gnd rswk-swf Technik (DE-588)4059205-4 gnd rswk-swf Systemanalyse (DE-588)4116673-5 gnd rswk-swf Systemtheorie (DE-588)4058812-9 gnd rswk-swf Zuverlässigkeitstheorie (DE-588)4195525-0 gnd rswk-swf Technik (DE-588)4059205-4 s Zuverlässigkeit (DE-588)4059245-5 s Systemanalyse (DE-588)4116673-5 s 1\p DE-604 Zuverlässigkeitstheorie (DE-588)4195525-0 s Systemtheorie (DE-588)4058812-9 s 2\p DE-604 Murotsu, Yoshisada aut Erscheint auch als Druck-Ausgabe 9783642827662 https://doi.org/10.1007/978-3-642-82764-8 Verlag URL des Erstveröffentlichers Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Thoft-Christensen, Palle Murotsu, Yoshisada Application of Structural Systems Reliability Theory Engineering Theoretical and Applied Mechanics Building Construction Mechanics Mechanics, Applied Buildings / Design and construction Building Construction Engineering, Architectural Zuverlässigkeit (DE-588)4059245-5 gnd Technik (DE-588)4059205-4 gnd Systemanalyse (DE-588)4116673-5 gnd Systemtheorie (DE-588)4058812-9 gnd Zuverlässigkeitstheorie (DE-588)4195525-0 gnd |
| subject_GND | (DE-588)4059245-5 (DE-588)4059205-4 (DE-588)4116673-5 (DE-588)4058812-9 (DE-588)4195525-0 |
| title | Application of Structural Systems Reliability Theory |
| title_auth | Application of Structural Systems Reliability Theory |
| title_exact_search | Application of Structural Systems Reliability Theory |
| title_full | Application of Structural Systems Reliability Theory by Palle Thoft-Christensen, Yoshisada Murotsu |
| title_fullStr | Application of Structural Systems Reliability Theory by Palle Thoft-Christensen, Yoshisada Murotsu |
| title_full_unstemmed | Application of Structural Systems Reliability Theory by Palle Thoft-Christensen, Yoshisada Murotsu |
| title_short | Application of Structural Systems Reliability Theory |
| title_sort | application of structural systems reliability theory |
| topic | Engineering Theoretical and Applied Mechanics Building Construction Mechanics Mechanics, Applied Buildings / Design and construction Building Construction Engineering, Architectural Zuverlässigkeit (DE-588)4059245-5 gnd Technik (DE-588)4059205-4 gnd Systemanalyse (DE-588)4116673-5 gnd Systemtheorie (DE-588)4058812-9 gnd Zuverlässigkeitstheorie (DE-588)4195525-0 gnd |
| topic_facet | Engineering Theoretical and Applied Mechanics Building Construction Mechanics Mechanics, Applied Buildings / Design and construction Building Construction Engineering, Architectural Zuverlässigkeit Technik Systemanalyse Systemtheorie Zuverlässigkeitstheorie |
| url | https://doi.org/10.1007/978-3-642-82764-8 |
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