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Table 1 Parameter value range

From: Intelligent safety assessment method for demolition construction of closure segment of long-span continuous rigid frame bridges

Parameter

Upper limit

Lower limit

Error range

Reason

Remarks

Self-weight

95%

110%

-5% ~ 10%

Exceeds and owes

construction error

Moment of inertia

85%

100%

-15% ~ 0%

cracking damage

performance degradation

Effective prestress

75%

105%

-25% ~ 5%

prestress loss

performance degradation

Anchoring degree-prestress

0%

100%

0% ~ 100%

Grouting quality

construction error

Modulus of Elasticity-C

80%

110%

-20% ~ 10%

material properties

performance degradation

Modulus of Elasticity-Ps

80%

110%

-20% ~ 10%

material properties

performance degradation

structural strength

90%

110%

-10% ~ 10%

material properties

construction error

Temperature difference

-20℃,

20℃

-20℃ ~ 20℃

environmental impact

construction error