Citation: Ia. Beresnev et Kl. Wen, THE POSSIBILITY OF OBSERVING NONLINEAR PATH EFFECT IN EARTHQUAKE-INDUCED SEISMIC-WAVE PROPAGATION, Bulletin of the Seismological Society of America, 86(4), 1996, pp. 1028-1041
Citation: M. Dravinski et al., ANALYSIS OF SPECTRAL RATIOS FOR ESTIMATING GROUND MOTION IN DEEP BASINS, Bulletin of the Seismological Society of America, 86(3), 1996, pp. 646-654
Citation: Kl. Wen et al., MODERATE-MAGNITUDE SEISMICITY REMOTELY TRIGGERED IN THE TAIWAN REGIONBY LARGE EARTHQUAKES AROUND THE PHILIPPINE SEA PLATE, Bulletin of the Seismological Society of America, 86(3), 1996, pp. 843-847
Citation: Ia. Beresnev et Kl. Wen, THE ACCURACY OF SOIL RESPONSE ESTIMATES USING SOIL-TO-ROCK SPECTRAL RATIOS, Bulletin of the Seismological Society of America, 86(2), 1996, pp. 519-523
Authors:
QIN DH
REN JW
SUN JY
CHEN DY
WEN KL
LI LQ
Citation: Dh. Qin et al., CONCENTRATION AND ENVIRONMENTAL SIGNIFICANCE OF LEAD IN SURFACE SNOW OF ANTARCTIC ICE-SHEET .3., Science in China. Series B, Chemistry, life sciences & earth sciences, 38(5), 1995, pp. 632-640
Citation: Ia. Beresnev et al., SEISMOLOGICAL EVIDENCE FOR NONLINEAR ELASTIC GROUND BEHAVIOR DURING LARGE EARTHQUAKES, Soil dynamics and earthquake engineering, 14(2), 1995, pp. 103-114
Citation: Kl. Wen et al., INVESTIGATION OF NONLINEAR SITE AMPLIFICATION AT 2 DOWNHOLE STRONG GROUND MOTION ARRAYS IN TAIWAN, Earthquake engineering & structural dynamics, 24(3), 1995, pp. 313-324
Citation: Ia. Beresnev et Kl. Wen, P-WAVE AMPLIFICATION BY NEAR-SURFACE DEPOSITS AT DIFFERENT EXCITATION-LEVELS, Bulletin of the Seismological Society of America, 85(5), 1995, pp. 1490-1494
Citation: Ia. Beresnev et al., NONLINEAR SOIL AMPLIFICATION - ITS CORROBORATION IN TAIWAN, Bulletin of the Seismological Society of America, 85(2), 1995, pp. 496-515
Citation: Ia. Beresnev et al., SOURCE, PATH AND SITE EFFECTS ON DOMINANT FREQUENCY AND SPATIAL VARIATION OF STRONG GROUND MOTION RECORDED BY SMART1 AND SMART2 ARRAYS IN TAIWAN, Earthquake engineering & structural dynamics, 23(6), 1994, pp. 583-597