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dynamic soil造句

"dynamic soil"是什么意思   

例句与造句

  1. The characteristics of dynamic soil - structure interaction systems under dynamic loads are very complicated
    土-结构动力相互作用系统,在动力荷载作用下的性态非常复杂。
  2. A remote sensing and gis based dynamic soil erosion monitoring system in the major soil erosion areas in upper jialingjiang watershed
    长江上游重点水土流失区遥感动态监测及泥沙输移分析
  3. The objective of this paper is to investigate the analysis of dynamic soil - pile - cap machine system interaction in the background of the practical project
    本文以实际工程项目为背景,研究土-桩-承台?机器系统的动力相互作用。
  4. In this paper , shaking table tests of dynamic soil - structure interaction ( ssi ) system are designed and carried out
    本文设汁实现了结构-地基动力相互作用体系的振动台试验,通过试验研究了动力相互:作用体系的地震动反应的主要规律。
  5. Through experiments of static degradation and dynamic soil column , both purification efficiency of phenol and influences of reed wetland soil were studied
    摘要用动态土柱法和静态降解法研究了芦苇湿地土壤对苯酚的净化效果及其影响因素。
  6. It's difficult to find dynamic soil in a sentence. 用dynamic soil造句挺难的
  7. In this paper , the current status of dynamic soil - structure interaction researches is reviewed , and some suggestions for future studies in the field are proposed
    对土-结构动力相互作用问题的研究现状进行了分析,并对该领域今后的研究工作提出了建议
  8. The nonlinear parameters of the complicated dynamic soil - box foundation - frame structure interaction system are inversed according to this nonlinear calculating model and this inversion method
    利用非线性计算模型和变量分离的非线性参数拟合法,实现了复杂的土-箱型基础-框架结构相互作用系统的非线性参数反演。
  9. Last , the 2 - d lumped mass nonlinear model is established to simulate the dynamic soil - box foundation - frame structure interaction system , and the variables separated nonlinear parameters fitting method is proposed
    最后,建立了土-箱型基础-框架结构相互作用系统的非线性计算模型,并提出了变量分离的非线性参数拟合法。
  10. First , based on a field large - scale dynamic soil - box foundation - frame structure interaction system in hunan university , a 3 - d finite element model and a 2 - d lumped mass model are established in this paper
    本文针对湖南大学建立的野外大比例尺土-箱型基础-框架结构动力相互作用模型,首先建立了两种分析计算模型:三维实体有限元模型和二维集中质量模型。
  11. Through analyzing the data of a series of shaking table tests of dynamic soil - structure interaction ( ssi ) system with soft to hard soils , the transfer of earthquake wave in various ground soils is in vestigated
    摘要通过对地基土质从软到硬的三个阶段结构地基动力相互作用体系振动台模型试验所取得数据的对比分析,讨论了不同土性地基对地震波传递的影响。
  12. The model and the single period objective function inversion method can be used for linear physical and mechanical parameters inversion of the other dynamic soil - box foundation - frame structure interaction systems under top harmonic excitation
    该计算模型和单周期目标函数反演方法,可用于其他土-箱型基础-框架结构动力相互作用系统在简谐激振力下线性物理力学参数的反演。
  13. With the summarization of lots of interrelated references , the studying actuality and developing level which about soil - structure interaction are presented , and the analytical ways of dynamic soil - pile - superstructure interaction are summarized . the limitations , advantages and disadvantages existing in present researches are discussed too . then the basic research way and analyzing frame route related to upper - lower structural parts with piles in this paper is introduced
    本文共分为七章,分别做了如下工作: 1 、通过对大量相关文献的概括总结,评述了国内外开展土-结构动力相互作用研究的现状与发展水平,对地基-桩-上部结构动力相互作用的方法进行了归纳总结,分析了已有研究工作成果的局限性及优缺点,提出了本文针对桩基上下部结构体系所采用的理论和试验研究途径以及基本框架思路。
  14. So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions , and emphasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media . by use of theoretical analysis and test research , this dissertation tries to identify the dynamic interaction mechanism of soil - foundation - superstructure and it will provide engineering application with practical , and also offer theoretical basis and design suggestion for seismic design of dynamic soil - pile - superstructure interaction . the article is divided into seven chapters , as follows : 1
    本文工作将围绕地基-基础-上部结构共同作用这一课题作进一步探讨,侧重于水平地震作用下成层地基中的桩基-建筑物的动力相互作用特性研究,试图通过理论分析和试验研究,认识地基-基础-上部结构动力相互作用机理,为实践应用提供指导,亦为考虑成层地基-桩基-上部结构动力相互作用的抗震设计提供一定的理论依据和设计建议。

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