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seismic相关的网络例句

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与 seismic 相关的网络例句 [注:此内容来源于网络,仅供参考]

TPR / TPE material has high tensile strength and excellent toughness and high elasticity; shooting stick series TPR / TPE materials or co-extruded by means of secondary injection and PP, PS, PE, PA, PC, PC / ABS, ABS and other hard plastics material securely bonded together to make our products more human design, can achieve very good seismic, shock absorption, grip, feel comfortable and functions; the same time easy to color, green non-toxic, odorless, can the human body Safety contacts .

TPR/TPE材料具有高韧性和强拉力以及优异的高回弹性;射粘系列TPR/TPE材料可通过二次注塑或共挤的方式与PP,PS,PE,PA,PC,PC/ABS,ABS等硬质塑胶材料牢固地粘合在一起,使产品更具人性设计,能很好的达到抗震、吸震、止滑、手感舒适等功能;同时易着色,环保无毒,无气味,可与人体安全接触。

It is then pointed out that both major charge and minor shot hole which is plugged at top for good coupling should be used in high resolution seismic exploration.

选取最佳的激发因素,属系统工程中高频信息可激发性的问题,是获取高信噪比、高分辨率资料的基础。

This paper gives a time-synchronization technique bases on GPS time service signal which is used in broad band seismic recorder.

本文给出了一种应用在宽频带地震记录仪中基于GPS授时信号的时间同步技术。

The seismic design method of buildings is based onthe rigid ground hypothesis in current code, although this hypothesis is relatively simple, with the accumulation of earthquake damage data and the study of soil-structure-dynamic-interaction problems in theory and experiment, people discover that the rigid ground hypothesis does not conform to the actual

我国现行建筑抗震设计规范以刚性地基假定为前提,这种假设虽然比较简单,但随着震害资料的积累以及对土-结构动力相互作用理论及实验研究的深入,人们发现这种刚性地基的假定在一些情况下并不符合实际情况,有时甚至是不安全的。

This motivation of this report is to study the seismic capacity of school building by using the simple method and the capacity spectrum method.

中文摘要:本报告主要介绍如何运用一些简易评估方法及频谱容量曲线分析方法来评估学校建筑结构之耐震能力。

Response spectrum method based on vibration separated is a fit means for horizontal seismic analysis of single storey unequal height mill building.

现行规范中的底部剪力修正系数法误差的随机性较大,建议对于单层不等高厂房抗震分析采用振型分解法。

The paper mainly includes two aspects studies. One is adaptability of bottomshearing force method in horizontal anti-seismic analysis of single storey unequalheight mill building.

本论文主要作了以下两方面的研究:其一是以振型分解反应谱法为参照,通过实例的对比计算,并结合理论分析,研究了现行规范中提到的简化方法底部剪力法在单层不等高厂房横向抗震分析中的适用性问题。

Keywords singular value decomposition;characteristic vector;matrix;trace interpolation;reconstruction;seismic data;processing

SVD分解;特征向量;矩阵;道内插;重建;地震数据;处理

The slenderness ratio limitation and the manner in checking bearing capacity of the bracing member are key factors to the seismic performance of this system.

钢支撑的长细比限值及承载力验算方法是影响该体系抗震性能的关键因素。

Based on the previous research achievements in this field, structure nonlinear theory about inelastic beam-column element, sliding bearing element and contact element, are studied in this dissertation. As a result, finite element models suitable for large scale structure are intruduced and a program for seismic analysis of bridge system is developed on the basis of DRAIN-3DX program.

本文在前人研究的基础上,对桥梁抗震非线性分析理论中的弹塑性梁单元、滑动支座、接触问题等几个方面做了进一步的研究工作,建立了适合于大型结构分析的有限单元模型,并在DRAIN-3DX的基础上,开发了计算机抗震分析辅助程序。

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