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Distinctive waveform characteristics of deep basin seismograms are used to classify the ground motions into several archetype groups, and the damaging influence of the basin effects are evaluated by comparing nonlinear structural responses under spectrum and significant duration equivalent basin and nonbasin ground motions. The deep basin ground motions are observed to have longer period\u2010dependent durations and larger sustained spectral intensities than nonbasin motions for vibration periods longer than about 1.5 s, which can increase structural collapse risk by up to 20% in ground motions with otherwise comparable peak spectral accelerations and significant durations. Two new metrics are proposed to quantify period\u2010dependent duration effects that are not otherwise captured by conventional ground motion intensity measures. The proposed sustained amplitude response spectra and significant duration spectra show promise for characterizing the damaging effects of long duration features of basin ground motions on buildings and other structures.<\/jats:p>","DOI":"10.1193\/080418eqs197m","type":"journal-article","created":{"date-parts":[[2019,10,31]],"date-time":"2019-10-31T15:17:33Z","timestamp":1572535053000},"page":"1845-1864","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":26,"title":["Quantification of the Influence of Deep Basin Effects on Structural Collapse Using SCEC CyberShake Earthquake Ground Motion Simulations"],"prefix":"10.1002","volume":"35","author":[{"given":"Nenad","family":"Bijeli\u0107","sequence":"first","affiliation":[{"name":"Department of Civil and Environmental Engineering Stanford University Stanford CA 94305"}]},{"given":"Ting","family":"Lin","sequence":"additional","affiliation":[{"name":"Deptartment of Civil, Environmental, and Construction Engineering Texas Tech University Lubbock TX 79409"}]},{"given":"Gregory G.","family":"Deierlein","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering Stanford University Stanford CA 94305"}]}],"member":"311","published-online":{"date-parts":[[2019,11]]},"reference":[{"key":"e_1_2_8_2_1","doi-asserted-by":"publisher","DOI":"10.1785\/0120090379"},{"key":"e_1_2_8_3_1","doi-asserted-by":"publisher","DOI":"10.1785\/0120090023"},{"key":"e_1_2_8_4_1","unstructured":"Bijeli\u0107N.2018.Utilization of Physics\u2010Based Simulated Earthquake Ground Motions for Performance Assessment of Tall Buildings Ph.D. Thesis Stanford University Stanford CA."},{"key":"e_1_2_8_5_1","doi-asserted-by":"publisher","DOI":"10.1002\/eqe.3066"},{"key":"e_1_2_8_6_1","doi-asserted-by":"crossref","unstructured":"Bijeli\u0107N.LinT.andDeierleinG.2019.Evaluation of building collapse risk and drift demands by nonlinear structural analyses using conventional hazard analysis versus direct simulation with CyberShake seismograms Bulletin of the Seismological Society of America doi:10.1785\/0120180324.","DOI":"10.1785\/0120180324"},{"key":"e_1_2_8_7_1","unstructured":"BradleyB. 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