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Structural reliability for structural engineers evaluating and strengthening a tall building

Hart, Gary C. / Conte, Joel / Park, Kidong / Reyes, Daren / Huang, Sampson C.

This paper addresses the topic of evaluating and strengthening a tall building in the Los Angeles region. Failure is characterized by the reliability index in terms that can be readily understood by structural engineers with only a basic knowledge of probability theory. The presented formulation requires the structural engineer to believe that the assumption of a normal or log‐normal probability density function for capacity and demand is acceptable for the evaluation and strengthening of a tall building in the Los Angeles region. Copyright © 2012 John Wiley & Sons, Ltd.

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Structural reliability for structural engineers evaluating and strengthening a tall building

Hart, Gary C. / Conte, Joel / Park, Kidong / Reyes, Daren / Huang, Sampson C.

This paper addresses the topic of evaluating and strengthening a tall building in the Los Angeles region. Failure is characterized by the reliability index in terms that can be readily understood by structural engineers with only a basic knowledge of probability theory. The presented formulation requires the structural engineer to believe that the assumption of a normal or log‐normal probability density function for capacity and demand is acceptable for the evaluation and strengthening of a tall building in the Los Angeles region. Copyright © 2012 John Wiley & Sons, Ltd.

Structural reliability for structural engineers evaluating and strengthening a tall building

Hart, Gary C. / Conte, Joel / Park, Kidong / Reyes, Daren / Huang, Sampson C.

This paper addresses the topic of evaluating and strengthening a tall building in the Los Angeles region. Failure is characterized by the reliability index in terms that can be readily understood by structural engineers with only a basic knowledge of probability theory. The presented formulation requires the structural engineer to believe that the assumption of a normal or log‐normal probability density function for capacity and demand is acceptable for the evaluation and strengthening of a tall building in the Los Angeles region. Copyright © 2012 John Wiley & Sons, Ltd.

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Titel:

Structural reliability for structural engineers evaluating and strengthening a tall building

Beteiligte:

Hart, Gary C. (Autor:in) / Conte, Joel (Autor:in) / Park, Kidong (Autor:in) / Reyes, Daren (Autor:in) / Huang, Sampson C. (Autor:in)

Erschienen in:

The Structural Design of Tall and Special Buildings ; 21 ; 12-30

Erscheinungsdatum:

01.12.2012

Format / Umfang:

19 pages

ISSN:

1541-7794 , 1541-7808

DOI:

https://doi.org/10.1002/tal.1062

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

central safety factor , reliability index , limit states , structural reliability , structural engineering , tall buildings

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