1 |
Chen, Z. (2021), "Active TMD systematic design of fuzzy control and the application in high-rise buildings", Earthq. Struct., 21(6), 577-585. https://doi.org/10.12989/eas.2021.21.6.577.
DOI
|
2 |
Devandiran, P., Kamatchi, P., Balaji Rao, K., Ravisankar, K. and Lyer, N.R. (2013), "Probabilistic analysis of spectral displacement by NSA and NDA", Earthq. Struct., 5(4), 439-459. http://dx.doi.Org/10.12989/eas.2013.5.4.439.
DOI
|
3 |
Lam, N.T.K., Wilson, J.L., Chandler, A.M., and Hutchinson G.L. (2000a), "Response spectral relationships for rock sites derived from the component attenuation model", Earthq. Eng. Struct. Dyn., 29(10), 1457-1489. https://doi.org/10.1002/1096-9845(200010)29:10<1457::AID-EQE969>3.0.CO;2-Q.
DOI
|
4 |
Manolis, G.D., Makra, K., Dineva, P.S. and Rangelov, T.V. (2013), "Seismic motions in a non-homogeneous soil deposit with tunnels by a hybrid computational technique", Earthq. Struct., 5(2), 161-205. http://dx.doi.org/10.12989/eas.2013.5.2.161.
DOI
|
5 |
Muho, E.V., Qian, J. and Beskos, D.E. (2020), "A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structures", B. Earthq. Eng., 18, 4157-4188. https://doi.org/10.1007/s10518-020-00857-5.
DOI
|
6 |
Sisi, A.A., Erberik, M.A. and Askan, A. (2018), "The effect of structural variability and local site conditions on building fragility functions", Earthq. Struct., 14(4), 285-295. http://dx.doi.org/10.12989/eas.2018.14.4.285.
DOI
|
7 |
Calvi, G.M. (2019), "On the correction of spectra by a displacement reduction factor in direct displacement-based seismic design and assessment", Earthq. Eng. Struct. Dyn., 48 (6), 678-685. https://doi.org/10.1002/eqe.3159.
DOI
|
8 |
Tolis, S.V. and Faccioli, E. (1999), "Displacement design spectra", J. Earthq. Eng., 3(1), 107-125. https://doi.org/10.1080/13632469909350342.
DOI
|
9 |
Tsang, H.H., Wilson, J.L., Lam, N.T.K. and Su, R.K.L. (2017), "A design spectrum model for flexible soil sites in regions of low-to-moderate seismicity", Soil Dyn. Earthq. Eng., 92, 36-45. https://doi.org/10.1016/j.soildyn.2016.09.035.
DOI
|
10 |
Zhang, H.Z. and Zhao, Y.G. (2021a), "Investigation of Relationship Between the Response and Fourier Spectral Ratios Based on Statistical Analyses of Strong Motion Records", J. Earthq. Tsunami, 15(2), 2150008. https://doi.org/10.1142/S1793431121500081.
DOI
|
11 |
Zhang, H.Z., Saito, T. and Zhao, Y.G. (2017), "Simple calculation method of seismic motion amplification ratio corresponding to fundamental period", J. Struct. Constr. Eng. AIJ, 82, 597-604. (In Japanese). https://doi.org/10.3130/aijs.82.597.
DOI
|
12 |
Zhao, Y.G. and Zhang H.Z. (2017), "A simple approach for the fundamental period of MDOF structures", Earthq. Struct., 13(3), 231-239. http://dx.doi.org/10.12989/eas.2017.13.3.231.
DOI
|
13 |
European Committee for Standardization CEN (2004), Eurocode 8: design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings, European Standard EN 1998-1:2004.
|
14 |
Zhang, H.Z. and Zhao, Y.G. (2018), "A simple approach for estimating the first resonance peak of layered soil profiles" J. Earthq. Tsunami, 12(1), 185005. https://doi.org/10.1142/S1793431118500057.
DOI
|
15 |
Zhao, J.X. and Zhang, J. (2010), "Side-effect of using response spectral amplification ratios for soft soil sites-Earthquake source-type dependent amplification ratios", Soil Dyn. Earthq. Eng., 30(4), 258-269. https://doi.org/10.1016/j.soildyn.2009.12.001.
DOI
|
16 |
Cauzzi, C. and Faccioli, E. (2008), "Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records", J. Seismology, 12, 453-475. https://doi.org/10.1007/s10950-008-9098-y.
DOI
|
17 |
Idriss, I.M. and Sun, J.I. (1992), SHAKE91: A computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits. User's Guide, University of California, Davis.
|
18 |
Akkar, S. and Bommer, J.J. (2007), "Prediction of elastic displacement response spectra in Europe and the Middle East", Earthq. Eng. Struct. Dyn., 36(10), 1275-1301. https://doi.org/10.1002/eqe.679.
DOI
|
19 |
Aviles, J. and Perez-Rocha, L.E. (2000), "Revisions to code provisions for site effects and soil-structure interaction in Mexico", Earthq. Res. Anal. New Front. Seismol., 237-254. https://doi.org/10.5772/28555.
DOI
|
20 |
Boore, D.M. (2003), "Simulation of ground motion using the stochastic method", Pure Appl. Geophys., 160, 635-676. https://doi.org/10.1007/PL00012553.
DOI
|
21 |
Faccioli, E., Paolucci, R. and Rey, J. (2004), "Displacement spectra for long periods", Earthq. Spectra, 20, 347-376. https://doi.org/10.1193/1.1707022.
DOI
|
22 |
Maniatakis, C.A. and Spyrakos, C.C. (2012), "A new methodology to determine elastic displacement spectra in the near-fault region", Soil Dyn. Earthq. Eng., 35, 41-58. https://doi.org/10.1016/j.soildyn.2011.10.005.
DOI
|
23 |
Guan, J., Hao, H. and Lu Y. (2004), "Generation of probabilistic displacement response spectra for displacement-based design", Soil Dyn. Earthq. Eng., 24(2), 149-166. https://doi.org/10.1016/j.soildyn.2003.09.005.
DOI
|
24 |
Lam, N.T.K., Wilson, J.L. and Chandler, A.M. (2001), "Seismic displacement response spectrum estimated from the analogy soil amplification model", Eng. Struct., 23(11), 1437-1452. https://doi.org/10.1016/S0141-0296(01)00049-9.
DOI
|
25 |
Lam, N.T.K., Wilson, J.L., Chandler, A.M. and Hutchinson G.L. (2000b), "Response spectrum modeling for rock sites in low to moderate seismicity regions combining velocity, displacement and acceleration predictions", Earthq. Eng. Struct. Dyn., 29(10), 1491-1525. https://doi.org/10.1002/1096-9845(200010)29:10<1491::AID-EQE970>3.0.CO;2-T.
DOI
|
26 |
Pitilakis, K.D., Anastasiadis, A.I., Kakderi, K.G., Manakou, M.V., Manou, D.K., Alexoudi, M.N., Fotopoulou, S.D., Argyroudis, S.A., and Senetakis, K.G. (2011), "Development of comprehensive earthquake loss scenarios for a Greek and a Turkish city: seismic hazard, geotechnical and lifeline aspects", Earthq. Struct., 2(3), 207-232. http://dx.doi.org/10.12989/eas.2011.2.3.207.
DOI
|
27 |
Stafford, P.J., Rodriguez-Marek, A., Edwards, B., Kruiver, P.P. and Bommer, J.J. (2017), "Scenario dependence of linear site effect factors for short-period response spectral ordinates", Bull. Seism. Soc. Am., 107(6), 2859-2872. https://doi.org/10.1785/0120170084.
DOI
|
28 |
Tsang, H.H., Adrian, M.C. and Lam, N.T.K. (2006a), "Estimating non-linear site response by single period approximation", Earthq. Eng. Struct. Dyn., 35, 1053-1076.
DOI
|
29 |
Lumantarna, E., Wilson, J.L. and Lam, N.T.K. (2012), "Bi-linear displacement response spectrum model for engineering applications in low and moderate seismicity regions", Soil Dyn. Earthq. Eng., 43, 85-96. https://doi.org/10.1016/j.soildyn.2012.07.006.
DOI
|
30 |
Boore, D.M. (1983), "Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra", Bull. Seism. Soc. Am., 73(6A), 1865-1894. https://doi.org/10.1785/BSSA07306A1865.
DOI
|
31 |
Zhao, G., Xu, L., Gardoni, P. and Xie, L. (2019), "A new method of deriving the acceleration and displacement design spectra of pulse-like ground motions based on the wavelet multi-resolution analysis", Soil Dyn. Earthq. Eng., 119, 1-10. https://doi.org/10.1016/j.soildyn.2019.01.008.
DOI
|
32 |
Tsang, H.H., Adrian, M.C. and Lam, N.T.K. (2006b), "Simple models for estimating period-shift and damping in soil", Earthq. Eng. Struct. Dyn., 35(9), 1925-1947. https://doi.org/10.1002/eqe.567.
DOI
|
33 |
Zhang, H. and Zhao, Y.G. (2021), "Analytical model for response spectral ratio considering the effect of earthquake scenarios", Bull. Earthq. Eng., 19(12), 5285-5305. https://doi.org/10.1007/s10518-021-01166-1.
DOI
|
34 |
Zhang, H.Z. and Zhao, Y.G. (2021c), "Effect of Radiation Damping on the Fundamental Period of Linear Soil Profiles", J. Earthq. Eng., https://doi.org/10.1080/13632469.2021.1911884.
DOI
|
35 |
Zhao, J.X., Zhang, J. and Kojiro, I. (2009), "Side effect of using response spectral amplification ratios for soil sites-variability and earthquake-magnitude and source-distance dependent amplification ratios for soil sites", Soil Dyn. Earthq. Eng., 29 (9),1262-1273. https://doi.org/10.1016/j.soildyn.2009.02.005.
DOI
|
36 |
Bommer, J.J. and Elnashai, A.S. (1999), "Displacement spectra for seismic design", J. Earthq. Eng., 3(1), 1-32. https://doi.org/10.1080/13632469909350338.
DOI
|
37 |
Strong-motion Seismograph Networks (K-NET, KIK-net), http://www.kyoshin.bosai.go.jp/kyoshin/ (accessed 20.11.26).
|
38 |
Ranjan, R. and Kumar, A. (2021), "Forecasting ground movement of Patna Region, India", Earthq. Struct., 20(5), 487-494. http://dx.doi.org/10.12989/eas.2021.20.5.487.
DOI
|
39 |
ASCE/SEI 7-10 (2011), Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers (ASCE), USA.
|
40 |
Atkinson, G.M. and Silva, W. (2000), "Stochastic Modeling of California Ground Motions", Bull. Seism. Soc. Am., 90(2), 255-274. https://doi.org/10.1785/0119990064.
DOI
|
41 |
Boore, D.M. (2005), SMSIM-Fortran Programs for Simulating Ground Motions from Earthquakes: Version 2.3, U.S. Geol. Surv. Open-File Report. OFR 96-80-A, Menlo Park, California.
|