| 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. | 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 |
| 7. | 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。 |
| 8. | 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。 |
| 9. | 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。 |
| 10. | 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。 |
