Methodology and Application of Safety Evaluation of Reinforced Concrete Girder Bridges during Earthquakes

Table 8

Influence factors of seismic damage evaluation.

Seismic intensity	Site type	Superstructure	Span number	Span-length (m)	Pier height (m)	Abutment material	Basis type	Bearing type	Liquefaction impact
VII∼IX	II	Simply supported girder	6	13	6.7	RC	Pile foundation	Rubber bearing	IX degree