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Seismic Performance Analysis of Small and Medium Span Bridge Considering Uncertainty
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Jian MA1, Jiang-dong XIONG2, Guan-lin SU1, Chun-yu DUAN1, Li-feng LI3, *
Science Technology and Engineering | 2025, 25(6) : 2564 - 2577
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Science Technology and Engineering | 2025, 25(6): 2564-2577
Papers·Traffics and Transportations
Seismic Performance Analysis of Small and Medium Span Bridge Considering Uncertainty
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Jian MA1, Jiang-dong XIONG2, Guan-lin SU1, Chun-yu DUAN1, Li-feng LI3, *
Affiliations
  • 1 Nujiang Meili Highway Greenway Construction Engineering Headquarters, Lushui 673200, China
  • 2 Yunnan Comprehensive Transportation Development Center, Kunming 650032, China
  • 3 School of Civil Engineering, Hunan University, Changsha 410082, China
Published: 2025-02-28 doi: 10.12404/j.issn.1671-1815.2403056
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To explore the effects of typical uncertainty factors on the seismic performance of small-and medium-span bridges during design, construction, and service, a four-span continuous small box girder bridge was taken as the engineering background, and a nonlinear dynamic model was built based on OpenSees. The influence mechanisms of seismic uncertainty, modeling parameter uncertainty, and capacity uncertainty on the seismic demand of key components were analyzed. On this basis, combined with the theory of fragility analysis, the linkage effect of the above uncertainty factors in the establishment of component fragility curves was explored, and then the degree of influence of each type of uncertainty factors on the analysis of structural seismic performance was quantified. The results show that the differences in the seismic hysteresis curves of the components are mainly caused by the uncertainties of the modeling parameters, while the differences in the peak seismic response are mainly caused by the combined uncertainties of ground shaking and modeling parameters. The modeling parameter uncertainty and component seismic capacity uncertainty can lead to an increase in the probability of structural damage, which consequently makes some components unable to meet the required damage state. The consideration of the uncertainty factor increases the probability of failure of the bridge system susceptibility curve, and the effect of uncertainty increases as the degree of damage deepens, biasing the analysis results by more than 30 percent.

bridge engineering  /  small and medium span bridge  /  fragile analysis  /  uncertainty
Jian MA, Jiang-dong XIONG, Guan-lin SU, Chun-yu DUAN, Li-feng LI. Seismic Performance Analysis of Small and Medium Span Bridge Considering Uncertainty[J]. Science Technology and Engineering, 2025 , 25 (6) : 2564 -2577 . DOI: 10.12404/j.issn.1671-1815.2403056
Year 2025 volume 25 Issue 6
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Article Info
doi: 10.12404/j.issn.1671-1815.2403056
  • Receive Date:2024-04-25
  • Online Date:2025-07-27
  • Published:2025-02-28
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  • Received:2024-04-25
  • Revised:2024-12-15
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Affiliations
    1 Nujiang Meili Highway Greenway Construction Engineering Headquarters, Lushui 673200, China
    2 Yunnan Comprehensive Transportation Development Center, Kunming 650032, China
    3 School of Civil Engineering, Hunan University, Changsha 410082, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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