Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria
In the traditional bridge seismic fragility analysis, the criterion for judging the structural damage state is clear. That is to say, when the damage index exceeds a specific value, the structure is judged to enter the new damage state. However, the actual condition is that the boundary of structura...
Saved in:
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2019-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/3592972 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1850218625140523008 |
|---|---|
| author | Leping Ren Shuanhai He Haoyun Yuan Zhao Zhu |
| author_facet | Leping Ren Shuanhai He Haoyun Yuan Zhao Zhu |
| author_sort | Leping Ren |
| collection | DOAJ |
| description | In the traditional bridge seismic fragility analysis, the criterion for judging the structural damage state is clear. That is to say, when the damage index exceeds a specific value, the structure is judged to enter the new damage state. However, the actual condition is that the boundary of structural damage is not clear but fuzzy. Taking a three-span V-shaped continuous girder bridge as an example, the damage process of the structure is described by fuzzy mathematics. Considering the uncertainties of ground motion and structure itself, a seismic fragility analysis method is established, which can consider the randomness of bridge itself, seismic load, and structural failure fuzziness simultaneously. Finally, the improved product of conditional marginal (I-PCM) method for fragility analysis of bridge system is further optimized and improved. The new improved method is used to form the seismic fragility curves of bridge structure system. The results show that it is possible to underestimate the potential seismic fragility of bridge components and system without considering the structural fuzzy failure criteria; the fragility curves formed by different membership functions are obviously different; the new system fragility analysis method can significantly improve the analysis accuracy. |
| format | Article |
| id | doaj-art-31e0dff5c6cb46b1988368498bc7b4d0 |
| institution | OA Journals |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-31e0dff5c6cb46b1988368498bc7b4d02025-08-20T02:07:40ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/35929723592972Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure CriteriaLeping Ren0Shuanhai He1Haoyun Yuan2Zhao Zhu3School of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaIn the traditional bridge seismic fragility analysis, the criterion for judging the structural damage state is clear. That is to say, when the damage index exceeds a specific value, the structure is judged to enter the new damage state. However, the actual condition is that the boundary of structural damage is not clear but fuzzy. Taking a three-span V-shaped continuous girder bridge as an example, the damage process of the structure is described by fuzzy mathematics. Considering the uncertainties of ground motion and structure itself, a seismic fragility analysis method is established, which can consider the randomness of bridge itself, seismic load, and structural failure fuzziness simultaneously. Finally, the improved product of conditional marginal (I-PCM) method for fragility analysis of bridge system is further optimized and improved. The new improved method is used to form the seismic fragility curves of bridge structure system. The results show that it is possible to underestimate the potential seismic fragility of bridge components and system without considering the structural fuzzy failure criteria; the fragility curves formed by different membership functions are obviously different; the new system fragility analysis method can significantly improve the analysis accuracy.http://dx.doi.org/10.1155/2019/3592972 |
| spellingShingle | Leping Ren Shuanhai He Haoyun Yuan Zhao Zhu Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria Advances in Civil Engineering |
| title | Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria |
| title_full | Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria |
| title_fullStr | Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria |
| title_full_unstemmed | Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria |
| title_short | Seismic Fragility Analysis of Bridge System Based on Fuzzy Failure Criteria |
| title_sort | seismic fragility analysis of bridge system based on fuzzy failure criteria |
| url | http://dx.doi.org/10.1155/2019/3592972 |
| work_keys_str_mv | AT lepingren seismicfragilityanalysisofbridgesystembasedonfuzzyfailurecriteria AT shuanhaihe seismicfragilityanalysisofbridgesystembasedonfuzzyfailurecriteria AT haoyunyuan seismicfragilityanalysisofbridgesystembasedonfuzzyfailurecriteria AT zhaozhu seismicfragilityanalysisofbridgesystembasedonfuzzyfailurecriteria |