“…In addition, several investigators have found that AI, CAV, or both sometimes in combination with other GMIMs are optimally correlated with EDPs proposed for buildings and bridges (e.g., Padget et al 2008, Fontara et al 2011, Katona 2012, Elenas 2013, Mollaioli et al 2013, Katona and Tóth 2013a, 2013b, Ebrahimian et al 2015, Hancilar and Çakti 2015, Perrault and Guéguen 2015, Tarbali and Bradley 2015, Massumi and Gholami 2016, Kiani and Pezeshk 2017, Muin and Mosalam 2017, Fiore et al 2018, Jahangiri et al 2018, Kiani et al 2018, Liang et al 2018, Mashayekhi et al 2018, Wang et al 2018). Other investigators have developed relationships correlating these GMIMs with amplitude- and spectrum-based GMIMs (e.g., Wang and Du 2012, Bradley 2012, Du and Wang 2013a, Liu et al 2016, Xu et al 2016) and ground motion duration measures (Bradley 2011). Tothong and Luco (2007), Roy et al (2014), Tarbali and Bradley (2015), Armstrong (2016), Kiani and Pezeshk (2017), Du and Wang (2018), and Yeow et al (2018) recommend that AI, CAV, or both should be included in the selection and scaling of scenario earthquake time series to capture important characteristics provided by these cumulative-based GMIMs that are not inherent in the use of amplitude- and spectrum-based GMIMs alone.…”