共查询到20条相似文献，搜索用时 125 毫秒
1.
舒优良 《地震地磁观测与研究》1994,(1)
ＤＢ－３滚筒停转报警器ＤＢ－３滚筒停转报警器采用无触点红外线检测方式监视地震仪滚筒的运转状况。当滚筒因故停转时，报警器在设定延时时间后发出声光报警信号。特点是对滚筒无任何附加力矩，使记录滚筒运转不会受到影响。此外，该报警器还具有电路简单，灵敏度高，工... 相似文献
2.
王毓农 《地震地磁观测与研究》1990,11(3):61-65
本文论述了滚筒停转故障报警传感器的两种选择方案,以及利用8039单片机和红外光——电开关解决多台测震记录器滚筒停转报警问题的具体方法。 相似文献
3.
肖同兴 《地震地磁观测与研究》1993,14(2):62-64
地震台站测震仪记录滚筒运转机构环节较多,任何一处发生故障都将导致滚筒停转。笔者根据振荡电路和延时电路原理,设计制作了“滚筒停转报警器”。通过调节报警器时延电路充放电时间比,可以获得不同的监测时间,因此,这种报警器对于多种以不同速度运转的记录滚筒都适用。 相似文献
4.
5.
众所周知,地震仪纪录滚筒做慢速旋转运动,时常由于某种原因滚筒停转而造成资料中断,影响资料的连续性。多年来一直是观测人员头痛的事情。去年我们根据黄壁庄地震台同志们的要求,设计制作了一个既简单而又可靠、对原来仪器又不加任何改动的停转报警装置。经将近一年来的使用,反映效果很好。电路如图所示。J_1、J_2为干簧管,两只离开一定距离,固定在滚筒右侧仪器的底板上。滚筒右侧的骨架端面上平分放几只 相似文献
6.
劳玉枢 《地震地磁观测与研究》1988,(1)
在地震观测中广泛使用的 DD-1、DK-1地震记录仪,常常由于推动线路及同步马达的故障而中断记录,特别在夜间,一旦记录滚筒停转,就会给记录资料造成损失。为解决这一问题,笔者试做了一个停机报警装置。本装置具有原理简单、安装容易、使用方便、性能可靠等优点。它可以应用在滚筒记录的(如地震仪记录滚筒、地磁和地倾斜滚筒等)各类仪器上。1.电路结构和工作原理(1)电路结构。地震仪停机报警器的基本电路结构见图1。T_1、T_2、T_3、D、R_1、R_2、R_3、R_4、R_5、R_6及 C_1、C_2构成一个延时电路,R_7、R_8、R_9、T_4、T_5及 C_3构成一个实用电子门 相似文献
7.
王居云 《地震地磁观测与研究》1989,10(3):64-65
为了减少和避免钟控滚筒自动记录中因停转而失记、资料不连续的损失,我们根据滚筒的结构和正常工作的必要条件,设计制作了记录滚筒停走警报器,在工作中取得了较好的效果,现作一简介。1.电路原理警报器主要由声电换能器、前置放大器、直接耦合放大器、射极耦合触发器、延时控制器、功率放大器、继电器、警报电路等部分组成(图1)。 相似文献
8.
本文介绍一种采用CMOS双列直插数字器件制作、线路简单实用、适合各种不同速度滚筒记录形式的仪器,作为滚筒停转和地震信号共用的报警器。其特点是装配容易,无需调试,适应性大,省电耐用,使用方便。 报警器的电工作原理图1所示,由清零信号发生器、计数器、触发器、振荡器等四个基本电路组成。 相似文献
9.
白瑞甫 《地震地磁观测与研究》1984,(4)
1977年12月丹江台安装了DJ—1型地震仪。装机后发现记录器中的电机运转噪音比较大,半年内接连损坏了两个电机。每次都是电机里的变速齿轮被损坏,有的轴孔还磨成了椭圆形。机械传动系统运转的不正常不仅使时分号排列紊乱,有时甚至造成滚筒停转。我们经 相似文献
10.
王毓农 《地震地磁观测与研究》1990,(5)
《测震记录器滚筒停转故障报警问题》(见今年第3期61页)一文发表以后,各地台站的同志不断来信,反映文中介绍的红外光—电开关的应用因无图示,给安装工作带来一定困难。为此,将自家疃地震台DK-1记录器上安装的红外光-电开关的具体位置图示如下,供安装时参考。 相似文献
11.
Water vapour transport of the pre-monsoon period and the general performance of the Indian summer monsoon 总被引：1，自引：0，他引：1
S. N. Bavadekar 《Pure and Applied Geophysics》1982,120(1):67-78
The advective monthly mean transfer of water vapour in the layer below 700 mbar is investigated for India for the years 1962 to 1972 and for the months January to September. The average zonal and meridional components of the transfer of water vapour for India are obtained. They are further averaged for different combinations of the pre-monsoon months from January to May and are correlated with the summer monsoon rainfall. The correlation coefficients for zonal transfer of water vapour are either negative or small positive for different combinations of the months mentioned above. The correlation coefficients for the meridional transfer of water vapour are positive. The maximum value is 0.74 for the March to May combination and is statistically significant at the 1% level.An extensive investigation is, therefore, made for the March to May averages of water vapour transfer for four broad regions of India. The parameters of water vapour transfer for these regions are compared with the threshold values and the prediction category, normal or drought, for the subsequent summer monsoon season is determined for all years. The correlation coefficient between the index of drought, as determined from parameters of water vapour transport and rainfall departure, is statistically significant at the 2% level. 相似文献
12.
Real‐time hybrid simulation is a viable experiment technique to evaluate the performance of structures equipped with rate‐dependent seismic devices when subject to dynamic loading. The integration algorithm used to solve the equations of motion has to be stable and accurate to achieve a successful real‐time hybrid simulation. The implicit HHT α‐algorithm is a popular integration algorithm for conducting structural dynamic time history analysis because of its desirable properties of unconditional stability for linear elastic structures and controllable numerical damping for high frequencies. The implicit form of the algorithm, however, requires iterations for nonlinear structures, which is undesirable for real‐time hybrid simulation. Consequently, the HHT α‐algorithm has been implemented for real‐time hybrid simulation using a fixed number of substep iterations. The resulting HHT α‐algorithm with a fixed number of substep iterations is believed to be unconditionally stable for linear elastic structures, but research on its stability and accuracy for nonlinear structures is quite limited. In this paper, a discrete transfer function approach is utilized to analyze the HHT α‐algorithm with a fixed number of substep iterations. The algorithm is shown to be unconditionally stable for linear elastic structures, but only conditionally stable for nonlinear softening or hardening structures. The equivalent damping of the algorithm is shown to be almost the same as that of the original HHT α‐algorithm, while the period elongation varies depending on the structural nonlinearity and the size of the integration time‐step. A modified form of the algorithm is proposed to improve its stability for use in nonlinear structures. The stability of the modified algorithm is demonstrated to be enhanced and have an accuracy that is comparable to that of the existing HHT α‐algorithm with a fixed number of substep iterations. Both numerical and real‐time hybrid simulations are conducted to verify the modified algorithm. The experimental results demonstrate the effectiveness of the modified algorithm for real‐time testing. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
13.
Spatial variation of acceleration response spectra is examined using strong motion records for a large number of events from dense accelerometer arrays at Chiba in Japan and SMART-1 in Lotung, Taiwan. The effects of earthquake component, structural damping, earthquake magnitude, focal depth, epicentral distance, structural time period, and station separation on the intra-event variation of response spectra are examined first through an empirical analysis and then through a least-square regression fit for parametric study. A very large scatter of the response spectra ratio is observed for both arrays, especially for SMART-1 array. The mean values of the ratio vary from 10 to 20 per cent for Chiba array while they vary from 25 to 50 per cent for SMART-1 array. The coefficients of variation of the ratio range from 5 to 25 per cent for Chiba array and 30 to 50 per cent for SMART-1 array. The correlation among response spectra is found to be inversely proportional to station separation and shows frequency dependence. For larger time periods, the correlation is lower and not higher. The correlation is also lower for UD earthquake component as compared to the two horizontal components. For higher damping ratio, the correlation among spectra is higher. The effect of the earthquake magnitude, focal depth and epicentral distance on the spatial variation is complex. The three parameters having implicit interdependence, considering their combined effect, a positive contribution to the value of ratio of response spectra is observed in the case of larger earthquake events. Furthermore, as mentioned above, the spatial variation for SMART-1 array is much larger than that for Chiba array. This difference can be attributed mainly to the difference in distance between the instruments in the two arrays. However, some of the difference is considered to be due to site specific characteristics. Copyright © 1999 John Wiley & Sons, Ltd. 相似文献
14.
The seismic collapse capacity of ductile single-degree-of-freedom systems vulnerable to P-Δ effects is investigated by examining the respective influence of ground motion duration and acceleration pulses. The main objective is to provide simple relationships for predicting the duration-dependent collapse capacity of modern ductile systems. A novel procedure is proposed for modifying spectrally equivalent records, such that they are also equivalent in terms of pulses. The effect of duration is firstly assessed, without accounting for pulses, by assembling 101 pairs of long and short records with equivalent spectral response. The systems considered exhibit a trilinear backbone curve with an elastic, hardening and negative stiffness segment. The parameters investigated include the period, negative stiffness slope, ductility and strain hardening, for both bilinear and pinching hysteretic models. Incremental dynamic analysis is employed to determine collapse capacities and derive design collapse capacity spectra. It is shown that up to 60% reduction in collapse capacity can occur due to duration effects for flexible bilinear systems subjected to low levels of P-Δ. A comparative evaluation of intensity measures that account for spectral shape, duration or pulses, is also presented. The influence of pulses, quantified through incremental velocity, is then explicitly considered to modify the long records, such that their pulse distribution matches that of their short spectrally equivalent counterparts. The results show the need to account for pulse effects in order to achieve unbiased estimation of the role of duration in flexible ductile systems, as it can influence the duration-induced reduction in collapse capacity by more than 20%. 相似文献
15.
单跨简支梁竖向振动的磁悬浮半主动控制 总被引：1，自引：0，他引：1
由于传统的隔振器需要足够的竖向刚度来支撑上部结构,因而不能隔离竖向振动。为了解决这一问题,本文提出一种新的隔振策略,即磁浮式半主动控制方法,并将这一方法应用于弹性梁弯曲振动的半主动控制。将均质弹性梁简化为一带集中质量的简支梁,导出了控制系统的运动方程,讨论了系统在平衡点的稳定性,应用推广的Runge-Kutta方法,得到了系统在随机地面输入下的加速度响应。结果表明：杆件的初始悬浮位置是磁浮式半主动控制系统的平衡点,且平衡点是L稳定的;磁浮式半主动隔振系统具有类似于软弹簧的性质,与普通的弹性简支梁相比,磁浮式半主动振动控制系统的振动频率较低,加速度响应明显减小,系统具有良好的竖向隔振性能。 相似文献
16.
为研究ldquo;2005.0中国地磁测量rdquo;地磁测点空间分布均匀性特征,基于分形理论,介绍了用分形学描述地磁三分量测点空间分布均匀性的方法．该方法将测点存在的区域以不同尺度划分为相等面积的小方块,提取不同方块区域内的三分量测点的数目与尺度,在双对数坐标中进行线性拟合,直线斜率的绝对值即为分形维数Df,并以此作为评价地磁三分量测点空间分散均匀性的指标．通过对ldquo;2005.0中国地磁测量rdquo;地磁测点均匀性的定量研究,结果表明,中国大陆区域、大陆105deg;E以东和105deg;E以西区域地磁三分量测点的分形维数Df各不相同,分别为1.748, 1.796和1.609; 105deg;E以东区域比105deg;E以西区域的分形维数更接近于其嵌入维数E=2（地球表面）,意味着105deg;E以东区域的地磁三分量测点空间分布更均匀． 相似文献
17.
The main goal of this work is to appraise the finite element method in the way it represents barotropic instabilities. To that end, three different formulations are employed. The free-surface formulation solves the primitive shallow-water equations and is of predominant use for ocean modeling. The vorticity–stream function and velocity–pressure formulations resort to the rigid-lid approximation and are presented because theoretical results are based on the same approximation. The growth rates for all three formulations are compared for hyperbolic tangent and piecewise linear shear flows. Structured and unstructured meshes are utilized. The investigation is also extended to time scales that allow for instability meanders to unfold, permitting the formation of eddies. We find that all three finite element formulations accurately represent barotropic instablities. In particular, convergence of growth rates toward theoretical ones is observed in all cases. It is also shown that the use of unstructured meshes allows for decreasing the computational cost while achieving greater accuracy. Overall, we find that the finite element method for free-surface models is effective at representing barotropic instabilities when it is combined with an appropriate advection scheme and, most importantly, adapted meshes. 相似文献
18.
基于遗传算法和统计学的电阻率测深二维反演研究 总被引：2，自引：0，他引：2
本文介绍了一种以遗传算法和统计学为基础的反演方法,该方法利用一维反演结果的统计学特征确定地层电性结构并设计初始模型,使用遗传算法修改模型,经过二维有限单元法正演达到拟合误差最小,从而完成电阻率测深数据的二维反演.这个方法的优点在于不需要解大型线性方程组,降低计算量,先判断地层电性结构,反演后给出用地电断面表示的直观的解释结果.理论模型试算和模型实验证明该方法效果较好. 相似文献
19.
将弹性波方程变换至Hamilton体系,构造适用于弹性波模拟的高效显式二阶辛Runge-Kutta-Nystrm(RKN)格式,运用根数理论得到此格式的阶条件方程组.通过给定系数的限定条件,得到方程的对称解.为了使时间离散误差达到极小,提出数值频率与真实频率比较,通过Taylor展开,得到关于辛系数的限定方程,求解方程组得到最小频散辛RKN格式.对比分析时间演进方程的稳定性,得到使库朗数达到极大值的限定方程,求解方程组得到最稳定辛RKN格式.发现此两种格式为同一格式.新得到的辛RKN格式不依赖于空间离散方法,为了对比的需要,选取有限差分法进行空间离散.在频散、稳定性分析中,与常见辛格式对比,从理论上分析了本文提出的格式在数值频散压制、稳定性提升等方面的优势,数值实验进一步证实了理论分析的正确性. 相似文献
20.
Many popular groundwater modeling codes are based on the finite differences or finite volume method for orthogonal grids. In cases of complex subsurface geometries this type of grid either leads to coarse geometric representations or to extremely fine meshes. We use a coordinate transformation method (CTM) to circumvent this shortcoming. In computational fluid dynamics (CFD), this method has been applied successfully to the general Navier–Stokes equation. The method is based on tensor analysis and performs a transformation of a curvilinear into a rectangular unit grid, on which a modified formulation of the differential equations is applied. Therefore, it is not necessary to reformulate the code in total. We applied the CTM to an existing three-dimensional code (SHEMAT), a simulator for heat conduction and advection in porous media. The finite volume discretization scheme for the non-orthogonal, structured, hexahedral grid leads to a 19-point stencil and a correspondingly banded system matrix. The implementation is straightforward and it is possible to use some existing routines without modification. The accuracy of the modified code is demonstrated for single phase flow on a two-dimensional analytical solution for flow and heat transport. Additionally, a simple case of potential flow is shown for a two-dimensional grid which is increasingly deformed. The result reveals that the corresponding error increases only slightly. Finally, a thermal free-convection benchmark is discussed. The result shows, that the solution obtained with the new code is in good agreement with the ones obtained by other codes. 相似文献