Probabilistic safety factor calculation of the lateral overturning stability of a single-column pier curved bridge under asymmetric eccentric load

HIGHLIGHTS

  • who: Fenghui Dong and Hanhao Zhang from the College of Civil Engineering, Nanjing Forestry University, Nanjing, China have published the paper: Probabilistic Safety Factor Calculation of the Lateral Overturning Stability of a Single-Column Pier Curved Bridge under Asymmetric Eccentric Load, in the Journal: Symmetry 2022, 14, 1534. of /2022/
  • what: Safety no impact on the thelateral calculation resultsstability of the safety
  • how: This paper presents a transverse overturning stability safety factor study of single-column pier curved bridges under asymmetric eccentric load based on inverse reliability theory. The specific calculation results are . . .

     

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