seismic coefficient
英 [ˈsaɪzmɪk ˌkəʊɪˈfɪʃnt]
美 [ˈsaɪzmɪk ˌkoʊɪˈfɪʃnt]
网络 地震系数; 地震係數; 地震影响系数; 地震系數
双语例句
- Application of fuzzy neural networks for predicting seismic subsidence coefficient of loess subgrade
黄土路基震陷系数预测的模糊神经网络方法 - A formula has been already developed to estimate seismic subsidence coefficient based on the area of micro-trellis pores measured by EMS and relative theories.
基于数字扫描电镜获得的微观架空孔隙面积量化数据，结合相关原理，建立黄土震陷系数计算公式。 - Seismic Active Earth Pressure and Lateral Coefficient of Retaining Wall
地震作用下挡土墙主动土压力分布与侧压力系数 - Research on seismic influence coefficient of seismic isolated structure with different damping ratio
隔震结构不同阻尼比地震影响系数曲线的改进研究 - It might be used to predict the site of coming strong earthquake by using the scanning method of the seismic triggering response coefficient after a strong earthquake.
利用这种关系用地震触发响应系数扫描方法，可在一个强震发生后预测下次强震发生的地点。 - The analytical results indicate that the yield seismic coefficient, which decreases with time, is strongly affected by some soil parameters, i.e. the effective cohesion and initial pore pressure ratio.
分析结果表明，由于孔压的累积，屈服地震系数将随时间而减小，并且明显地受到有效粘聚力、初始孔压比等参数的影响。 - Model of slope's dynamic response to blasting is given. The relationship between blasting seismic coefficient and slope stability coefficient is established based on kinematics element analysis.
建立了滑坡体爆破动力响应分析模型，基于运动单元法得出了爆破地震系数Ad与边坡安全系数Kd的关系； - The method of determining basic intensity, frequent intensity and rare intensity, together with their relation is presented using the reference of the latest research findings of earthquake hazard analysis. And the maximum of seismic influence coefficient is given for practical use.
借鉴地震危险性分析的最新研究成果，给出基本烈度的计算方法及其与多遇烈度和罕遇烈度的换算关系，并落实到地震影响系数最大值以便实用。 - Seismic force coefficient method should be improved when it is used for sing-layer space frames.
地震内力系数法是一种适用于空间网格结构的简洁有效的抗震设计方法，但应用于单层网壳结构时需要改进。 - In application of vertical high resolution log data and lateral continuous seismic data, high accuracy reflection coefficient sequence could be obtained by establishing the initial model of reflection coefficient sequence.
综合运用垂向具高分辨率的测井资料和横向有较好连续性的地震资料，建立反射系数序列初始模型，经不断修改和反复迭代，可得到精度较高的反射系数序列。 - A new formula for horizontal seismic decrease coefficient is put forward.
从隔震角度提出了水平向减震系数公式； - With an increase in the modal additional stiffness ratio, the mean value and the standard deviation of the seismic influence coefficient ratio tend to increase.
此外，随着振型附加刚度比的增加，地震影响系数比的均值和标准差呈现逐渐增大的趋势。 - Investigation on building destruction based on seismic coefficient
基于地震动参数的建筑物震害研究 - Seismic wave respond and internal force coefficient and bearing capacity are summarized under the condition of different span and high.
对程序的应用选用了大跨度钢结构工字型曲梁，对其进行参数分析，总结出在不同支座条件下，不同跨长与跨高曲梁的最大承载能力、内力系数及地震波响应曲线。 - The author studies a new method to estimate wavelet power spectrum which based fractal theory, and it breaks though the above assumption, adapts to processing the seismic data which the reflection coefficient series have some cor-relativity.
以分形理论为基础的地震子波功率谱估计方法，可突破反射系数功率谱为白噪的假设约束，适应反射系数序列具有一定相关性的地震资料处理。 - The concept of structural seismic safety margin coefficient is proposed.
在导管架式海洋平台地震破坏分析的基础上，提出了结构抗震安全裕度系数的概念。 - If the equipment vibration period is hard to get, we could use the static force seismic coefficient theory to define the seismic effect to ensure the equal safety of the equipment and building.
对周期确定较难的设备，通过静力地震系数法，确定地震作用，以求设备与建（构）筑物处于同等安全度。 - It indicate that the microstructure of loess has great influence not only to the seismic subsidence coefficient, but also to the critical dynamic stress.
结果表明黄土的显微结构对震陷系数有较大影响，并与震陷的临界动应力关系密切。 - For the Sarma method, a more concise process is involved in deriving the implicit expression for the factor of safety and the explicit expressions for critical seismic coefficient and critical reinforcing load factor.
对于Sarma法，采用更简明的过程推导出安全系数Fs的隐式表达式、临界震动影响系数Kc及临界加固力系数Kp的显式表达式。 - Results show that the effect of control laws on the mean value and the standard deviation of the seismic influence coefficient ratios, corresponding to each mode of a controlled structure, is limited.
研究结果表明，控制律不同对受控结构各振型地震影响系数比的均值和标准差影响较小。 - In addition, the paper firstly imports the theory of wavelet transform and higher-order spectrum into the field of extracting seismic attribute parameter, and creatively puts forward two new kinds of seismic attribute parameter: wavelet coefficient and higher-order spectral character.
另外，将小波变换的理论和高阶统计量方法引入到地震属性参数的提取中，创造性的提出了小波系数属性和高阶谱特征属性两种新的地震属性参数。 - A Simplified Method for Evaluating Equivalent Seismic Coefficient and Max. Amplitude of Horizontal Shear Stress in Earth Dams during Earthquakes
土坝等价地震系数和水平剪应力最大幅值的简化计算 - Analysis of Seismic Influence Coefficient of Structures with Active Variable Stiffness Systems
变刚度半主动控制结构的地震影响系数分析 - The response spectra in current chinese seismic design code is expounded and an updating formula of the horizontal seismic coefficient for different damping ratios is discussed.
然后，考虑了阻尼比对结构地震反应谱的影响，分析了我国现行建筑抗震设计规范反应谱，并讨论了不同阻尼比对水平地震影响系数的修正公式。 - Furthermore, with improved limit equilibrium method and strength reduction technique, the influence of dynamic seismic coefficient upon slope safety factor and critical slide surface of high earth and rockfill dams is analyzed.
然后利用改进的极限平衡法和强度折减法分析了地震动态分布系数对高土石坝坝坡抗震安全系数和临界滑动面的影响。 - With sparse feature of seismic reflection coefficient, while the reflection coefficient is often not the Gaussian distribution, respectively, the idea of edge preserving blocky constrains was formed.
地震反射系数具有稀疏特性，同时反射系数往往不是高斯分布的，边界保持块约束的思想正是基于此，通过目标函数里加入一势函数来实现。 - The position of the critical slide surface is mostly determined by strength criterion of dam material, and the influence of dynamic seismic coefficient can be neglected. 4.
临界滑动面的位置主要取决于坝料强度准则，地震动态分布系数的影响不大。 - A characteristics time-varying analysis method along with the concept of structural seismic safety margin coefficient is proposed.
提出了用于地震破坏分析的结构特性时变分析方法和结构抗震安全裕度系数的概念。 - The results indicate that when earthquake load is calculated with the use of suggested dynamic seismic coefficient figure, seismic force in the dam body decreases, which result in the reduction of slide moment of soil trips and the increase of dam slope safety factor.
结果表明，在使用地震动态分布系数建议图计算地震力时，坝体所受的地震荷载有所减小，导致土体滑动力矩相应减小，安全系数有所增加。