- Library Home /
- Search Collections /
- Open Collections /
- Browse Collections /
- International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015) /
- Improved probability distribution models for seismic...
Open Collections
International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Improved probability distribution models for seismic fragility assessment Qin, Jianjun; Mackie, Kevin R.; Stojadinovic, Bozidar
Abstract
The paper presents a new formulation for the probabilistic modeling of the variables to reduce the errors between the model and the available data sets and to facilitate seismic fragility assessment. Traditionally, one probability distribution, e.g., lognormal distribution, is adopted to describe one variable throughout the domain of values. However, there are potential errors in the probability content, especially in the high tail. The consequences of such tail sensitivity are particularly detrimental in fragility assessment when the limit states under consideration result in small probabilities of failure. To address the tail sensitivity problem, the data sets of the variables are divided into two parts, i.e., bulk and high tail. Each part is considered separately for the probabilistic modeling and integrated into one continuous distribution for fragility analysis. For illustration purposes, probabilistic seismic assessment of a typical reinforced concrete bridge column is compared using the proposed framework and compared to the results based only on lognormal random variable distributions. Results show that for complementary cumulative distribution function (CCDF), the difference may reach one or more magnitudes; for limit states that exercise the tails of the random variable distributions, the difference in the fragility estimates can increase with the hazard level.
Item Metadata
Title |
Improved probability distribution models for seismic fragility assessment
|
Creator | |
Contributor | |
Date Issued |
2015-07
|
Description |
The paper presents a new formulation for the probabilistic modeling of the variables to
reduce the errors between the model and the available data sets and to facilitate seismic fragility
assessment. Traditionally, one probability distribution, e.g., lognormal distribution, is adopted to
describe one variable throughout the domain of values. However, there are potential errors in the
probability content, especially in the high tail. The consequences of such tail sensitivity are particularly
detrimental in fragility assessment when the limit states under consideration result in small
probabilities of failure. To address the tail sensitivity problem, the data sets of the variables are divided
into two parts, i.e., bulk and high tail. Each part is considered separately for the probabilistic modeling
and integrated into one continuous distribution for fragility analysis. For illustration purposes,
probabilistic seismic assessment of a typical reinforced concrete bridge column is compared using the
proposed framework and compared to the results based only on lognormal random variable
distributions. Results show that for complementary cumulative distribution function (CCDF), the
difference may reach one or more magnitudes; for limit states that exercise the tails of the random
variable distributions, the difference in the fragility estimates can increase with the hazard level.
|
Genre | |
Type | |
Language |
eng
|
Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
|
Date Available |
2015-05-15
|
Provider |
Vancouver : University of British Columbia Library
|
Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
|
DOI |
10.14288/1.0076051
|
URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
|
Peer Review Status |
Unreviewed
|
Scholarly Level |
Faculty
|
Rights URI | |
Aggregated Source Repository |
DSpace
|
Item Media
Item Citations and Data
Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada