Based on the test results, these techniques are evaluated.
根据试验结果，对这三种实验技术作了评价。
The fertilization recommendations were proposed based on the test results.
根据检测结果提出了提高保护地土壤肥力的施肥措施。
Based on the test results the Liujiaba shoal regulation engineering is commented.
根据试验结果，从河流阻力角度对刘家坝滩整治工程进行了评论。
Based on the test results, recommendations are presented for design and construction.
根据试验结果，对设计和施工提出了有针对性的建议。
Then, the critical state lines are provided based on the test results of different stress paths.
根据试验结果，确定了标准砂的临界状态线及临界状态参数。
At last, based on the test results, the proposal of how to strengthen the SCFT frame has been presented.
最后，依据试验结果，提出了方钢管混凝土框架结构的抗震加固设计建议。
Based on the test results, the appropriate extruding temperature and extruding velocity were determined.
结合实际挤压实验，确定了合理的挤压温度和挤压速率范围。
Based on the test results, the relationship between ductility and volumetric ratio of stirrup has been established.
根据试验结果，建立了柱子抗震延性与配箍率的关系。
Finally, based on the test results, an approximate method to take account of the effect of axial forces is proposed.
最后，在试验结果基础上提出了计算方法的建议。
The optimum formulas and the properties of these three kinds of resin mortars are presented based on the test results.
通过试验研究提出这三类树脂砂浆择优的配方和性能。
Based on the test results, the strain field around the sub-cracks was calculated using the digital image correlation method.
在实验观测的基础上，利用数字图象相关程序对裂纹周围变形场进行了分析计算。
Based on the test results, this paper expanded the Keynesian beauty contest model to explain the reasons for poor performance.
基于上述检验结果，本文拓展了凯恩斯选美竞赛博弈模型，解释信息沟通效果不佳的原因。
Based on the test results, the mechanism of the influences of reinforcement on the residual deformation is proposed tentatively.
还根据试验结果，初步探讨了加筋对动残余变形影响的机理。
Based on the test results, the calculation model and the method for predicting crack closing moments (or stresses) are presented.
在分析试验结果的基础上，提出了确定裂缝闭合弯矩(或应力)的力学模型和计算公式。
Based on the test results, static wind response analysis is done and the methods to choose the worst wind direction are discussed.
利用风洞试验数据，对屋盖结构进行了静力风荷载效应分析，讨论了最不利风向角的确定方法。
Based on the test results, an empirical accumulative plastic strain model is proposed by introducing a comprehensive impact parameter.
在试验的基础上通过引入综合影响参数对试验数据进行归一化，建立饱和软黏土累积塑性应变模型。
Predictive equations of deflection and S-N of beams in three kinds of environments based on the test results have been also presented.
本文还根据试验结果给出了三种环境下不同荷载循环次数时钢筋混凝土梁挠度的公式及s - N方程。
Based on the test results, the AE characteristics of loading process, unloading and reloading of loading-unloading process are analyzed.
在试验结果的基础上，分析了加载时岩石全过程声发射特性、加卸载时岩石在卸载和重复加载时的声发射特性。
Based on the test results, calculation equations for compressive strength and elastic modulus of recycled aggregate concrete were proposed.
基于试验结果，建议了再生混凝土早期抗压强度和弹性模量的计算公式。
Based on the test results, a reasonable schematic diagram for calculation and a computing method of this kind of structures are proposed at last.
在大量试验研究的基础上，作者提出了这类结构的合理计算简图和计算方法。
Based on the test results and academic analysis, we got the distribution rule and influence-factors of them as well as the relationship among them.
根据测试结果和理论分析，得出了温度、压力和含水率在板坯内部随时间变化的分布规律、影响因素和三者之间的关系。
Based on the test results and theoretical analysis, the calculation method of flexural capacity of the hybrid reinforced concrete beams is presented.
依据实验结果和理论分析，提出了混杂配筋混凝土梁抗弯承载力计算方法。
Some equations for the properties of concrete with different percentages of recycled aggregate of the two cases are proposed based on the test results.
最后根据本文的试验结果，建议了两种情况下不同再生骨料掺入量混凝土的基本力学性能计算公式。
Based on the test results the paper presents formulas for determining cracking torque, ultimate torque and the maximum admissible torque under service loads.
根据试验结果，本文提出了抗裂度、极限扭矩以及在使用荷载作用下最大允许扭矩的计算公式。
Finally, based on the test results and situation of system application, this article proposes some Suggestions for system further improvement and completion.
最后，根据系统的测试结果和应用的情况，提出进一步完善的建议。
Based on the test results and analysis, restoring force model of composite steel concrete beam was established with consideration of the degree of shear connection.
在试验研究的基础上，考虑了剪力连接程度的影响，建立了钢—混凝土组合梁的恢复力模型，并编制了相应的计算程序。
Based on the test results, the stress-strain behaviors of compacted clay under triaxial compression, triaxial tension and compression-to-tension states are investigated.
根据试验结果，研究了压实黏土在三轴压缩、拉伸以及从压缩到反向拉伸状态下的应力应变特性。
Based on the test results and theoretical analysis, formulas to predict the initiation of cracking, yielding and the maximum shear capacity and deformation are suggested.
根据试验结果和理论分析，提出了连接键开裂、屈服和受剪承载力特征点的有关计算公式。
Based on the test results from several anchoring projects, the deformation and strength character of the rock model of cracked structure reinforced by the bolt is studied.
根据多种锚固方案试件的试验结果，研究了锚杆锚固碎裂结构岩体模型的强度变形特征。
This paper also presents a reduction factor of strength required for checking shock strength based on the test results of embedded elements under low period repeated loading.
文章还根据预埋件在低周反复荷载作用下的试验结果，提出了在进行抗震强度验算时所需的强度折减系数。
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