Wang et al 2021a - Revision history

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‎References

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← Older revision		Revision as of 15:15, 14 December 2021
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	==Abstract==		==Abstract==

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 VB-HIAP: Viscoelastic Boundary-Horizontal Input Acceleration Peak
 <!--'''Data Availability Statement:''' The data used to support the findings of this study are included within the article.-->
 ==Acknowledgements==
 This work was financially supported by the National Key Research and Development Program of China (2017YFC0404905，2017YFC0404902), the National Natural Science Foundation of China (Grant No. 51509272), the special scientific research foundation of China Institute of Water Resources and Hydropower Research (GE0145B292017), the Public Service Sector R&D Project of Ministry of Water Resource of China (Grant No. 201501035).
 ==References==
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 http://doi.org/10.1016/S0267-7261(02)00042-8
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 </div>

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-[26] Yang Z.Q.,  Liu X.S.,  Wang X.G., Yang Y.S. Large-scale shaking table model test of seismic response characteristics of high earth-rock dams. Journal of Hydraulic Engineering, 45(11):1361-1372, 2014. htpp://doi.org/10.13243/j.cnki.slxb.2014.11.012
+[26] Yang Z.Q.,  Liu X.S.,  Wang X.G., Yang Y.S. Large-scale shaking table model test of seismic response characteristics of high earth-rock dams. Journal of Hydraulic Engineering, 45(11):1361-1372, 2014. http://doi.org/10.13243/j.cnki.slxb.2014.11.012
-[27] Hashash Y., Park D. Viscous damping formulation and high frequency motion propagation in non-linear site response analysis. Soil Dynamics and Earthquake Engineering. 22(7):611-624, 2002. <br/>htpp://doi.org/10.1016/S0267-7261(02)00042-8
+[27] Hashash Y., Park D. Viscous damping formulation and high frequency motion propagation in non-linear site response analysis. Soil Dynamics and Earthquake Engineering. 22(7):611-624, 2002. <br/>
 [28] Liu Y.,  Xie F.J. Sand liquefaction by vibration. Beijing: Earthquake press, 1994.
 </div>

@@ Line 574: / Line 574: @@
 [17]  Zuo M.,  Wu X.Z.,  Yin J.Y., Xin J.X. Effects of dynamic properties of rock-fills on nonlinear seismic response of concrete face rock-fill dams. Journal of Hydroelectric Engineering, 28(1):8-18, 2001. htpp://doi.org/10.3969/j.issn.1003-1243.2001.01.002
-[18] Kong X., Pang R., Zhou D., Xu B.,  Zhou Y. Seismic performance evaluation of high face rockfill dam based on IDA. Journal of Geotechnical Engineering, 40(6):978-984, 2018. htpp://doi.org/10.11779/CJGE201806002
+[18] Kong X., Pang R., Zhou D., Xu B.,  Zhou Y. Seismic performance evaluation of high face rockfill dam based on IDA. Journal of Geotechnical Engineering, 40(6):978-984, 2018. [htpp://doi.org/10.11779/CJGE201806002 htpp://doi.org/10.11779/CJGE201806002 ]
 [19]  Chen H.Q. Discussion on input mechanism of dam site ground motion. Journal of Hydraulic Engineering, 37(12):1417-1423, 2006. htpp://doi.org/10.3321/j.issn:0559-9350.2006.12.004

@@ Line 540: / Line 540: @@
 <div class="auto" style="text-align: left;width: auto; margin-left: auto; margin-right: auto;font-size: 85%;">
-[1] Feng D., Zhang G., Zhang J. Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers. Frontiers of Architecture and Civil Engineering in China, 4(2):258-266, 2010. [[htpp://doi.org/10.1007/s11709-010-0031-4]] htpp://doi.org/10.1007/s11709-010-0031-4
+[1] Feng D., Zhang G., Zhang J. Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers. Frontiers of Architecture and Civil Engineering in China, 4(2):258-266, 2010. http://doi.org/10.1007/s11709-010-0031-4
 [2]  Zhu D.Y.,  Dong J.G.,  Kuang Q.B. Analysis of earthquake response of earth-rock dam on deep overburden. Water Resources & Hydropower of Northeast China, 29(11):51-52,63,72, 2011.