suitable for use

suitable for use的基本解释

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适用

与suitable for use相关的网络例句 [注：此内容来源于网络，仅供参考]

To sum up, in order to improve 'problem solving ability', blended Problem-Based Learning Model could be adopted, raising suitable learning models according to corresponding learning styles: Accommodator is suitable for team learning, in-group discussion platform and blog learning platform: Diverger is suitable for individual competition, guided online course, blog learning platform and Vodcast learning tool: Converger is suitable for competition, experts' forum, scenario guidance and in-group discussion platform: Assimilator is suitable for learning through Vodcast and Podcast learning tool.

最后，提出若要提升「问题解决能力」，可利用混成式问题导向学习模式；分别针对各学习风格提出适合的学习模式，适应者适合合作学习、群组讨论平台及Blog学习平台，发散者适合个别竞争、老师引导式线上课程、Blog学习平台及Vodcast学习工具，收敛者适合竞争、专家社群、情境式引导及群组讨论平台，同化者适合Vodcast及Podcast此两种学习工具来学习。

The results showed that the most suitable time to isolating the Larva from the experiment animals, which were experimentally infected with canine Trichinella was on the fiftith day; the most suitable time of degesting was at 37℃ for 17 hours; 38℃ for 14 hours; 39℃for 19 hours; 40℃ for 10 hours; the most suitable inquantity to inoculate per millilitre was 6000 strips; the best temperature was at 37℃; the best gas condition was in the CO2gas incubator and the concentration of CO2 was 8 per cent; the most suitable pH was at 7.0; the most suitable medium was RPMI-1640; the best nourishment component was peptone; the most appropriate time interval of changing medium was about 24 hours; the best time to observe was at 24 hours.

试验结果表明，从人工感染犬旋毛虫的实验动物中分离肌幼虫的最适日龄为50天，最适虫体消化时间为37℃时17h、38℃时14h、39℃时12h、40℃时10h，每ml培养液最适虫体接种量为6000条，最佳培养温度为37℃，最适培养气体条件为CO_2二氧化碳培养箱、最适培养液pH值为7.0，最适培养基为RPMI—1640，最佳培养液附加营养成分为蛋白胨，最佳培养液更换时间间隔为24h，最适观察虫体时间间隔为24h。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

与suitable for use相关的网络解释 [注：此内容来源于网络，仅供参考]

Eg. These story books are suitable for children to read：这些故事书适合小孩子阅读

牐159. be suitable for: 适合... | 牐 Eg. These story books are suitable for children to read. 这些故事书适合小孩子阅读. | 牐 The room is suitable for me to live in. 这个房间适合我居住.

Most Suitable Developing Area：最宜发展区

风险性分析:suitable establishment area | 最宜发展区:Most Suitable Developing Area | 潜力:suitable evaluation

Most Suitable Developing Area：的全文例句

Most Suitable Developing Area的例句: | Most Suitable Developing Area的全文例句: | Most Suitable Developing Area的相关翻译词汇: