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61.
62.
滞回曲线对应力振幅和频率的响应 总被引:2,自引:0,他引:2
基于疲劳载荷对应力-应变滞回曲线的影响,作者研究了滞回曲线对应力振幅和频率的影响,获得了载荷超过屈服点后应力振幅增大,滞回曲线趋于稳定,应变硬化效应增强的结果,随着正弦波频率增加岩石的滞回圈频散效应增强,饱和液体加强了这种频散作用,随孔隙液体的粘滞系数增大,滞回曲线的频散效应更强。 相似文献
63.
B. Borzi G. M. Calvi A. S. Elnashai E. Faccioli J. J. Bommer 《Soil Dynamics and Earthquake Engineering》2001,21(1):103
In recognition of the emergence of displacement-based seismic design as a potentially more rational approach than force-based techniques, this paper addresses derivation of inelastic displacement spectra and associated topics. A well-constrained earthquake strong-motion dataset is used to derive inelastic displacement spectra, displacement reduction factors and ductility–damping relationships. These are in a format amenable for use in design and assessment of structures with a wide range of response characteristics. 相似文献
64.
TheQvaluevariationsinthepreparingpro┐cesofrockruptureBINWANG1)(王彬),ZHAO-YONGXU1)(许昭永),JIN-MINGZHAO1)(赵晋明)YI-LIHU2)(胡毅力)1)Sei... 相似文献
65.
66.
本文针对大地网三类设计的质量标准问题,提出了一种新方法:应变分析法。它可以根据区域性的尺度、旋转、变形三个应变参数的变化,来发现网的局部区域性系统差或粗差;并能较明晰地反映出新增观测值对原网的局部改进或细节改进。 相似文献
67.
Using the data set of about 1 Hz Lg amplitudes from 80 stations in the six eastern provinces of China, the ratios of horizontal
to vertical amplitude of Lg waves,H/Z are determined. The mean lg(H/Z)-value is equal to 0.13. For the station bases of soft deposit,granite and sedimentary rock, lg(H/Z)-values average 0.55, 0.04 and 0.10, respectively. For the three kinds of station bases, the station terms of horizontal
amplitude,C
h
average 0.65, −0.09 and 0.00; that of vertical amplitude,C
z
average 0.32, −0.04 and 0.00, respectively. There are the relations betweenC
h
,C
z
and lg(H/Z):C
h
=0.01+2.10C
z
andC
h
=−0.15+1.46 lg(H/Z).
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 281–286, 1991.
Project sponsored by the Chinese Joint Seismological Science Foundation. 相似文献
68.
Yuru Zhuo 《地震学报(英文版)》1992,5(1):33-43
Using the WKBJ approximation method we calculate the synthetic teleseismograms of P and PP waves to match the observed ones
of six large Chinese earthquakes with known focal mechanisms: Tibet earthquake of July 14, 1973; Haicheng earthquake of February
4, 1975; Songpan earthquakes of August 16, 1976, August 21, 1976 and August 23, 1976 and Nignhe earthquake of November 15,
1976. The focal mechanism of the Tibet earthquake is discussed to examine the technique used in the calculation.
We note that the amplitude ratios of PP and P waves (A
PP/A
P) have different characteristics for dip—slip events and strike—slip events within certain epicentral distances. We calculate
the synthetic teleseismograms of P and PP waves for the strike—slip and dip—slip events with fault angles of 330°, 240° and
0°, focal depths of 8 km, 17 km and 24 km, at the assumed station with an azimuth of 310° and epicentral distances from 40°;
to 80°. The diagrams of maximum amplitude ratios of PP and P waves (A
PP/A
P) versus distances are given. The possibility to use the (A
PP/A
P) values to give an approximate estimation for the focal mechanism type is discussed. This work may be useful for determining
the focal mechanism type for those earthquakes which have only few records such as the Chinese earthquakes from the 1930s
to 1960s.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 150–160, 1991. 相似文献
69.
本文利用理想的弹性半空间及Guterberg水平层状地层模型,估算出10hPa气压在半径100km圆心处,引起地表垂直向位移变化,它的量级很小,只有几毫米。 相似文献
70.
The amplitude response of a LCR gravimeter with the SRW-E feedback was determined on a vertical vibrating platform. The ink-pen recorder was connected parallel with the digital voltmeter input to obtain an analog response of the gravimeter to the harmonic motion of the base with a peak-to-peak amplitude of 10 m and periods excited in an interval of 4 - 10 s as by the ground motion of meteorological microseisms, and in the interval 10 -100 s as by surface waves of distant strong earthquakes.
In the first interval, an unexpected maximum of the amplitude response was observed with the double amplitude of apparent 6,5 Gal (6.5 × 10
–8
m/s
2
) at a period of 4.8 s, and a baseline shift with the amplitude of–64Gal was observed at the same period. The value of this direct component cannot be separated from the effect of the Earth's gravity field. In the second interval, the amplitude response of the gravimeter displayed one expected maximum at a period of 40 s with the double amplitude of 8.1Gal. At the usual level of microseisms with a peak-to-peak amplitude of up to 2 m the fluctuation of the gravimeter on the direct baseline shifted by –4.9 Gal was estimated at 1 Gal. With typical Rayleigh surface waves with periods of 20 s and double amplitudes of up to 100 m, the fluctuation reached 67 Gal. 相似文献