Research Article

A Seismic Demand Model for Bridges Based on IM and EDP Parameter Matching and Bidirectional Optimization

Table 3

List of selected 24 IMs.

NumberAbbreviationDefinitionNumberAbbreviationDefinition

1PGAMax acceleration13VSIVelocity spectrum intensity
2PGVMax velocity14IHHousner intensity
3PGDMax displacement15SMASustained maximum acceleration
4PGV/PGAVmax/Amax16SMVSustained maximum velocity
5ArmsRoot-mean-square of acceleration17EDAEffective design acceleration
6VrmsRoot-mean-square of velocity18MIVMax incremental velocity
7DrmsRoot-mean-square of displacement19IPImpulsivity index
8IAArias intensity20SAavgAverage spectral acceleration
9ICCharacteristic intensity21SA (T1)Spectrum acceleration at T1
10SEDSpecific energy density22SA (T2)Spectrum acceleration at T2
11CAVCumulative absolute velocity23SA (1.5T1)1.5 times SA (T1)
12ASIAcceleration spectrum intensity24SA (2T1)2 times SA (T1)