Skip to main content
Erschienen in:
Buchtitelbild

2013 | OriginalPaper | Buchkapitel

Past, Present, and Future of Engineering under Uncertainty: Safety Assessment and Management

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The author’s perspective of engineering under uncertainty is presented. In the first part of this chapter, past, present, and future trends of reliability assessment methods, applicable to many branches of engineering, are presented. The discussions cover the cases for both explicit and implicit limit state functions. Finite element-based reliability evaluation methods for large structures satisfying underlying physics are emphasized. The necessity of estimating risks for both strength and serviceability limit states is documented. Concept of several energy dissipation mechanisms recently introduced to improve performance and reduce risk during seismic excitations can be explicitly incorporated in the formulation. Reliability evaluation of very large structures requiring over several hours of continuous running of a computer for one deterministic evaluation is briefly presented. Since major sources of uncertainty cannot be completely eliminated from the analysis and design of an engineering system, the risk needs to be managed appropriately. Risk management in the context of decision analysis framework is also briefly presented. In discussing future directions, the use of artificial neural networks and soft computing, incorporation of cognitive sources of uncertainty, developing necessary computer programs, and education-related issues are discussed.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat American Institute of Steel Construction (2005) Manual of steel construction: load and resistance factor design. Illinois, Chicago American Institute of Steel Construction (2005) Manual of steel construction: load and resistance factor design. Illinois, Chicago
2.
Zurück zum Zitat Ang AH-S, Cornell CA (1974) Reliability bases of structural safety and design. J Struct Eng ASCE 100(ST9):1755–1769 Ang AH-S, Cornell CA (1974) Reliability bases of structural safety and design. J Struct Eng ASCE 100(ST9):1755–1769
3.
Zurück zum Zitat Ang AH-S, Tang WH (1975) Probability concepts in engineering design, vol. I: Basic principles. Wiley, New York Ang AH-S, Tang WH (1975) Probability concepts in engineering design, vol. I: Basic principles. Wiley, New York
4.
Zurück zum Zitat Ayyub BM, Klir GJ (2006) Uncertainty modeling and analysis in engineering and the sciences. Chapman and Hall/CRC, Boca RatonCrossRef Ayyub BM, Klir GJ (2006) Uncertainty modeling and analysis in engineering and the sciences. Chapman and Hall/CRC, Boca RatonCrossRef
5.
Zurück zum Zitat Basudhar A, Missoum S, Harrison Sanchez A (2008) Limit state function identification using support vector machines for discontinuous responses and disjoint failure domains. Probab Eng Mech 23(1):1–11CrossRef Basudhar A, Missoum S, Harrison Sanchez A (2008) Limit state function identification using support vector machines for discontinuous responses and disjoint failure domains. Probab Eng Mech 23(1):1–11CrossRef
6.
Zurück zum Zitat Benjamin JR, Cornell CA (1970) Probability, statistics, and decision for civil engineers. McGraw-Hill, New York Benjamin JR, Cornell CA (1970) Probability, statistics, and decision for civil engineers. McGraw-Hill, New York
7.
Zurück zum Zitat Box GP, William GH, Hunter JS (1978) Statistics for experimenters: an introduction to design, data analysis and modeling building. Wiley, New York Box GP, William GH, Hunter JS (1978) Statistics for experimenters: an introduction to design, data analysis and modeling building. Wiley, New York
8.
Zurück zum Zitat Bucher CG, Bourgund U (1990) A fast and efficient response surface approach for structural reliability problems. Struct Saf 7:57–66CrossRef Bucher CG, Bourgund U (1990) A fast and efficient response surface approach for structural reliability problems. Struct Saf 7:57–66CrossRef
9.
Zurück zum Zitat Chowdhury R, Rao BN, Prasad AM (2008) High dimensional model representation for piece wise continuous function approximation. Commun Numer Methods Eng 24(12):1587–1609MathSciNetMATHCrossRef Chowdhury R, Rao BN, Prasad AM (2008) High dimensional model representation for piece wise continuous function approximation. Commun Numer Methods Eng 24(12):1587–1609MathSciNetMATHCrossRef
10.
Zurück zum Zitat Colson A (1991) Theoretical modeling of semi-rigid connection behavior. J Construct Steel Res 19:213–224CrossRef Colson A (1991) Theoretical modeling of semi-rigid connection behavior. J Construct Steel Res 19:213–224CrossRef
11.
Zurück zum Zitat Cornell CA (1969) A probability-based structural code. J Am Concr Inst 66(12):974–985 Cornell CA (1969) A probability-based structural code. J Am Concr Inst 66(12):974–985
12.
Zurück zum Zitat COSSAN (Computational Stochastic Structural Analysis) – Stand – Alone Toolbox (1996) User’s manual. IfM – Nr: A, Institute of Engineering Mechanics, Leopold – Franzens University, Innsbruck COSSAN (Computational Stochastic Structural Analysis) – Stand – Alone Toolbox (1996) User’s manual. IfM – Nr: A, Institute of Engineering Mechanics, Leopold – Franzens University, Innsbruck
13.
Zurück zum Zitat Ellingwood BR, Galambos TV, MacGregor JG, Cornell CA (1980) Development of probability based load criterion for American National Standard A58. NBS special publication 577. U.S. Department of Commerce, Washington, DC Ellingwood BR, Galambos TV, MacGregor JG, Cornell CA (1980) Development of probability based load criterion for American National Standard A58. NBS special publication 577. U.S. Department of Commerce, Washington, DC
14.
Zurück zum Zitat Fisher RA (1959) Statistical methods and scientific inference. Hafner, New York Fisher RA (1959) Statistical methods and scientific inference. Hafner, New York
15.
Zurück zum Zitat Freudenthal AM (1947) Safety of structures. Trans ASCE 112:125–180 Freudenthal AM (1947) Safety of structures. Trans ASCE 112:125–180
16.
Zurück zum Zitat Haldar A (1980) Liquefaction study – a decision analysis framework. J Geotech Eng Div ASCE 106(GT12): 1297–1312 Haldar A (1980) Liquefaction study – a decision analysis framework. J Geotech Eng Div ASCE 106(GT12): 1297–1312
17.
Zurück zum Zitat Haldar A, Farag R, Huh J (2010) Reliability evaluation of large structural systems. Keynote lecture. International symposium on reliability engineering and risk management (ISRERM2010), Shanghai, China, pp. 131–142 Haldar A, Farag R, Huh J (2010) Reliability evaluation of large structural systems. Keynote lecture. International symposium on reliability engineering and risk management (ISRERM2010), Shanghai, China, pp. 131–142
18.
Zurück zum Zitat Haldar A, Mahadevan S (2000) Probability, reliability and statistical methods in engineering design. Wiley, New York Haldar A, Mahadevan S (2000) Probability, reliability and statistical methods in engineering design. Wiley, New York
19.
Zurück zum Zitat Haldar A, Mahadevan S (2000) Reliability assessment using stochastic finite element analysis. Wiley, New York Haldar A, Mahadevan S (2000) Reliability assessment using stochastic finite element analysis. Wiley, New York
20.
Zurück zum Zitat Hasofar AM, Lind NC (1974) Exact and invariant second moment code format. J Eng Mech ASCE 100(EM1):111–121 Hasofar AM, Lind NC (1974) Exact and invariant second moment code format. J Eng Mech ASCE 100(EM1):111–121
21.
Zurück zum Zitat Huh J, Haldar A (2011) A novel risk assessment method for complex structural systems. IEEE Trans Reliab 60(1):210–218CrossRef Huh J, Haldar A (2011) A novel risk assessment method for complex structural systems. IEEE Trans Reliab 60(1):210–218CrossRef
22.
Zurück zum Zitat Jeffreys H (1961) Theory of probability. Oxford University Press, New YorkMATH Jeffreys H (1961) Theory of probability. Oxford University Press, New YorkMATH
23.
Zurück zum Zitat Kartam N, Flood I, Garrett JH (1997) Artificial neural networks for civil engineers. American Society of Civil Engineers, New York Kartam N, Flood I, Garrett JH (1997) Artificial neural networks for civil engineers. American Society of Civil Engineers, New York
24.
Zurück zum Zitat Khuri AI, Cornell CA (1996) Response surfaces designs and analyses. Marcel Dekker, New YorkMATH Khuri AI, Cornell CA (1996) Response surfaces designs and analyses. Marcel Dekker, New YorkMATH
25.
Zurück zum Zitat Laplace PSM (1951) A philosophical essay on probabilities (translated from the sixth French edition by Truscott FW and Emory FL). Dover Publications, New York Laplace PSM (1951) A philosophical essay on probabilities (translated from the sixth French edition by Truscott FW and Emory FL). Dover Publications, New York
26.
Zurück zum Zitat Lefas D, Kotsovos D, Ambraseys N (1990) Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism. ACI Struct J 87(1):23–31 Lefas D, Kotsovos D, Ambraseys N (1990) Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism. ACI Struct J 87(1):23–31
27.
Zurück zum Zitat Li H, Lu Z, Qiao H (2008) A new high-order response surface method for structural reliability analysis, 2008, personal communication Li H, Lu Z, Qiao H (2008) A new high-order response surface method for structural reliability analysis, 2008, personal communication
28.
Zurück zum Zitat Liu P-L, Lin H-Z, Der Kiureghian A (1989) CALREL. University of California, Berkeley Liu P-L, Lin H-Z, Der Kiureghian A (1989) CALREL. University of California, Berkeley
30.
Zurück zum Zitat Mehrabian A, Haldar A, Reyes AS (2005) Seismic response analysis of steel frames with post-Northridge connection. Steel Comp Struct 5(4):271–287 Mehrabian A, Haldar A, Reyes AS (2005) Seismic response analysis of steel frames with post-Northridge connection. Steel Comp Struct 5(4):271–287
31.
Zurück zum Zitat Myers RH, Montgomery DC, Anderson-Cook CM (2009) Response surface methodology: process and product optimization using designed experiments. Wiley, New YorkMATH Myers RH, Montgomery DC, Anderson-Cook CM (2009) Response surface methodology: process and product optimization using designed experiments. Wiley, New YorkMATH
32.
Zurück zum Zitat Proppe C, Pradlwarter HJ, Schueller GI (2001) Software for stochastic structural analysis – needs and requirements. In: Corotis RB, Schueller GI, Shinizuka M (eds) Proceedings of the 4th international conference on structural safety and reliability, AA Balkema Publishers, The Netherlands Proppe C, Pradlwarter HJ, Schueller GI (2001) Software for stochastic structural analysis – needs and requirements. In: Corotis RB, Schueller GI, Shinizuka M (eds) Proceedings of the 4th international conference on structural safety and reliability, AA Balkema Publishers, The Netherlands
33.
Zurück zum Zitat Rackwitz R (1976) Practical probabilistic approach to design. Bulletin No. 112, Comite European du Beton, Paris Rackwitz R (1976) Practical probabilistic approach to design. Bulletin No. 112, Comite European du Beton, Paris
34.
Zurück zum Zitat Rackwitz R, Fiessler B (1978) Structural reliability under combined random load sequences. Comput Struct 9(5):484–494CrossRef Rackwitz R, Fiessler B (1978) Structural reliability under combined random load sequences. Comput Struct 9(5):484–494CrossRef
35.
Zurück zum Zitat Raiffa H (1968) Decision analysis. Addison-Wesley, ReadingMATH Raiffa H (1968) Decision analysis. Addison-Wesley, ReadingMATH
36.
Zurück zum Zitat Rajashekhar MR, Ellingwood BR (1993) A new look at the response surface approach for reliability analysis. Struct Saf 12:205–220CrossRef Rajashekhar MR, Ellingwood BR (1993) A new look at the response surface approach for reliability analysis. Struct Saf 12:205–220CrossRef
37.
Zurück zum Zitat Rao BN, Chowdhury R (2009) Enhanced high dimensional model representation for reliability analysis. Int J Numer Methods Eng 77(5):719–750MathSciNetMATHCrossRef Rao BN, Chowdhury R (2009) Enhanced high dimensional model representation for reliability analysis. Int J Numer Methods Eng 77(5):719–750MathSciNetMATHCrossRef
38.
Zurück zum Zitat Richard RM (1993) PRCONN manual. RMR Design Group, Tucson Richard RM (1993) PRCONN manual. RMR Design Group, Tucson
39.
Zurück zum Zitat Richard RM, Abbott BJ (1975) Versatile elastic-plastic stress-strain formula. J Eng Mech ASCE 101(EM4):511–515 Richard RM, Abbott BJ (1975) Versatile elastic-plastic stress-strain formula. J Eng Mech ASCE 101(EM4):511–515
40.
Zurück zum Zitat Richard RM, Allen CJ, Partridge JE (1997)Proprietary slotted beam connection designs. Mod Steel Constr 37(3):28–35 Richard RM, Allen CJ, Partridge JE (1997)Proprietary slotted beam connection designs. Mod Steel Constr 37(3):28–35
41.
Zurück zum Zitat Richard RM, Radau RE (1998) Force, stress and strain distribution in FR bolted welded connections. In: Proceedings of structural engineering worldwide, San Francisco, CA Richard RM, Radau RE (1998) Force, stress and strain distribution in FR bolted welded connections. In: Proceedings of structural engineering worldwide, San Francisco, CA
42.
Zurück zum Zitat Rosenbleuth E, Esteva L (1972) Reliability bases for some Mexican codes. ACI Publ SP-31:1–41 Rosenbleuth E, Esteva L (1972) Reliability bases for some Mexican codes. ACI Publ SP-31:1–41
43.
Zurück zum Zitat Shinozuka M (1983) Basic analysis of structural safety. J Struct Eng ASCE 109(3):721–740CrossRef Shinozuka M (1983) Basic analysis of structural safety. J Struct Eng ASCE 109(3):721–740CrossRef
44.
Zurück zum Zitat Southwest Research Institute (1991) NEUSS, San Antonio, Texas Southwest Research Institute (1991) NEUSS, San Antonio, Texas
45.
Zurück zum Zitat Veritas Sesam Systems (1991) PROBAN, Houston, Texas Veritas Sesam Systems (1991) PROBAN, Houston, Texas
46.
Zurück zum Zitat Xu H, Rahman S (2005) Decomposition methods for structural reliability analysis. Probab Eng Mech 20:239–250CrossRef Xu H, Rahman S (2005) Decomposition methods for structural reliability analysis. Probab Eng Mech 20:239–250CrossRef
47.
Zurück zum Zitat Yao TH-J, Wen YK (1996) Response surface method for time-variant reliability analysis. J Struct Eng ASCE 122(2):193–201CrossRef Yao TH-J, Wen YK (1996) Response surface method for time-variant reliability analysis. J Struct Eng ASCE 122(2):193–201CrossRef
Metadaten
Titel
Past, Present, and Future of Engineering under Uncertainty: Safety Assessment and Management
verfasst von
Achintya Haldar
Copyright-Jahr
2013
Verlag
Springer India
DOI
https://doi.org/10.1007/978-81-322-0757-3_1

Neuer Inhalt