最后结合数值模拟分析的方法，对模型试验的结果进行验证。
And combined with numerical simulation analysis, the result of the experiment on the model is validated.
由对数值模拟与试验的结果分析得出：（1）青藏高原地形有利于高原东麓暴雨区的扩大与强度加大。
Some results are obtained as follows: (1) The heavy rain area is expanded and heavy rain is enhanced by plateau terrain in the east of plateau.
进行了数值分析，并与试验结果进行了比较，验证了本文提出的计算模型与方法的正确性。
Validity of the computational model and method is verified through comparison between the results of the shaking table test and numerical analysis.
试验回收到了较完整的铜板，这说明理论计算和数值模拟的分析结果是可信的。
After the recover test, we get some intact copper COINS. It reveals that the analytic results of calculating in the theory and numerical simulation can be believed.
本文对某固液混合发动机复合结构喷管进行了流动与传热数值模拟，并与试验结果进行了对比分析。
The paper presents a digital simulation analysis result of flow and heat transfer of a compound structure nozzle of hybrid motor, and also presents their comparison with experiments.
最后结合掺氧化镁混凝土的抗拉强度试验曲线，根据数值模拟结果，对长沙拱坝的裂缝成因进行了初步分析。
At last, the causes of cracks of Changsha arch dam are given based on the numerical simulation results together with the strength curves of experiment of MgO concrete.
分析及数值试验结果表明大暴雨是在天气尺度和次天气尺度系统的共同作用下才得以产生和维持的。
Analyses and results of numerical experiments suggest that the heavy rainfall can form and sustain under the comprehensive effects of both synoptic scale and sub synoptic scale systems.
论文将数值实验结果与试验成果进行了对比分析。
The results of the numerical test and laboratory test are compared.
数值模拟结果与实测资料和物理模型试验结果的验证比较表明，该方法可以定性分析漂浮物的堆积形态。
Comparison between numerical simulation and measured results of the physical model test shows that this model can qualitatively simulate the floating-debris' accumulation form.
理论分析和数值试验的结果都表明，本模型严格地满足质量守恒定律和动量定理。
The theoretical analysis and numerical tests both show that this model strictly obeys the conservation law of mass and momentum.
在数值模拟结果与试验结果基础上，总结分析了微动疲劳损伤机理及寿命的影响因素及原因。
Based on the experiment research and finite element analysis, the fretting wear mechanism and the influence factors on fatigue life are made clear in this paper.
以基于风洞试验风压数据的风振时程分析结果为参考，对基于数值模拟的风荷载时程进行校核并应用于该结构的风振时程分析。
Wind vibration analysis based on numerical simulation mentioned above checked by the results gained time-history analysis based on wind tunnel test data is applied in this paper.
在分析了试验结果和数值计算的基础上，对正交异性钢桥面板的应力分布和疲劳性能进行了研究。
By analyzing the test results and the numerical results, the stress distribution and fatigue properties of orthotropic steel deck plate were studied.
阐述胶济线CRH2型动车组列车交会空气压力波实车测试情况，对测试结果进行详细分析，并将实车试验结果与数值模拟计算结果进行比较。
The real train test on air pressure pulses generated in passing of CRH2 EMU trains on the Qingdao-Jinan Railway Line has been made, and the results have been analyzed in details.
本文还用数值分析的结果解释了试验中出现的现象，指出了试验系统的匹配问题，给出了判断试验装置最大打击应力的方法。
According to the numerical analysis, the phenomena of the impact process are explained, the match of the test system is discussed, and assessment of maximum stress of the test apparatus is given.
利用该理论对五种具体材料进行分析，结果表明，解析结果与试验结果及数值分析结果吻合较好。
Theoretical analysis on the Taylor impact of five practical materials shows that the analytic results are in agreement with the experimental and numerical.
同时利用电子表格绘图并处理试验数据，特别是用数值分析法与绘图相组合，可以提供较为准确的试验结果。
Using the electronic forms to draw pictures and process the test data, especially combining the value analytic method with the cartography, it may provide more accurate test result.
结合位移控制有限元数值模拟和既有离心模型试验结果进行对比分析，验证该方法的有效性。
The accuracy of the proposed method is demonstrated with the displacement-controlled finite element numerical analysis and existing centrifuge model tests.
依据数值计算结果对端部锚固及全长锚固锚杆的轴向作用力的分布特征进行了分析，指出了拉拔试验锚杆与支护中的锚杆以及端锚锚杆与全锚锚杆的区别。
According to the numerical analysis results, the axial force distribution of bolt have been studied, the differences between bolt for pull test and for supporting have been pointed out.
并与试验结果进行了对比分析，数值模拟结果和试验结果符合很好，为爆震波点火器的工程设计提供了理论依据。
The numerical results agree well with experimental data and provide theoretical basis for engineering design of detonation wave igniter.
数值模拟了上拔荷载、桩上拔位移与时步的关系，并与宏观物理实物试验的实测结果作了对比分析；
The relations between uplifting load , displacement and time were simulated numerically and compared with the results of actual pile tests, and the ultimate uplifting bearing capacity was defined.
并在安北区间试验数据的基础上，采用数值分析进行了验证，得到了与现场测试结果相近的变化规律。
Numerical analysis has been conducted to verify the test data gained in inter-zone of An Ding road and Bei Tucheng, and the variation similar to field measurement is presented.
将数值预测的压力场与实测结果及缩尺模型风洞试验数据进行了比较，分析了风洞试验与场地实测之间、数值模拟与试验之间的异同，得到一些有参考价值的结果。
Based on the analysis of the differences between wind tunnel test and field measurements and the differences between numerical results and test data, some referential conclusions are drawn.
通过与试验破裂过程对比分析，发现数值模拟的结果与试验结果基本吻合。
Comparising with experimental analysis of failure process, numerical simulation results were exactly consistent with the experimental results.
分析了局部构造对屋盖表面风荷载产生影响的原因，还将数值模拟结果与风洞试验结果进行了比较；
The reason of the effect of local configuration on wind pressure distribution is analyzed and the results of wind tunnel test and numerical simulation are compared with each other.
以平面应力问题分析为例，进行了数值试验，给出了详细的计算步骤和结果。
As an instance, it was used to analysis a structure of plane stress problem. The detail computing steps and results were presented.
采用不同类型原始数据对传统GM（1，1）进行了预测效果数值试验，然后通过对预测结果及传统GM（1，1）基本思想进行深入分析提出传统GM（1，1）存在的问题，并提出了相应的改进思路。
The prediction effect of the GM(1,1) is studied with different kinds of data and the results are analyzed. The insufficiencies of the GM(1,1) are found and some improvement are suggested.
模型试验实测沉降量与用分层总和法、数值分析法计算结果接近。
The settlement data of model tests are in general agreement with the calculated values on models of numerical analysis.
数值模拟和试验结果的对比分析，两者吻合较好，表明模拟结果能满足工程需要。
The comparison analysis shows that numerical simulation was in good accordance with experimental results, which satisfied the engineering requirements.
数值模拟和试验结果的对比分析，两者吻合较好，表明模拟结果能满足工程需要。
The comparison analysis shows that numerical simulation was in good accordance with experimental results, which satisfied the engineering requirements.
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