In this paper , the main activities in venture capital investing are introduced and an ahp model to evaluate venture enterprises is built . a numeration example is given to analyze the detail process to evaluate venture enterprises by an ahp model 本文首先介绍了风险资本投资全过程的主要活动，建立了风险企业评估的ahp模型，通过一个算例分析了采用层次分析法评估风险企业的具体过程。
For instance , as e the roman system of numeration , the number thirty would have to be written as x : while as per the decimal system it would 30 , further the number thirty three would be xxxiii as per the roman system , would be 33 as per the decimal system 比如，作作罗马数字体系，三十这个数字就要写成x ；而十进制体系是30 ；更进一步，三十三这个数字在罗马数字体系是xxxiii ，而十进制就是33 。
Also , this paper studies the amendable methods of dynamic numeration model , and bring forward that optimized method can revise finite element model , while validating the construed results of structural mode is almost equal to true values 本文研究了各种动力计算模型的修正方法，针对有限元程序，提出了用优化的方法实现结构动力有限元模型的修改，通过算例验证，结构模态分析结果更接近于实测值。
That both natality and mortality , as well as all other phenomena of evolution , tidal movements , lunar phases , blood temperatures , diseases in general , everything , in fine , in nature s vast workshop from the extinction of some remote sun to the blossoming of one of the countless flowers which beautify our public parks , is subject to a law of numeration as yet unascertained 文林奇先生算术学士提出了富于独创性的建议：出生与死亡，与所有其他进化现象潮汐的涨落月亮的盈亏体温的高低一般疾病一样。总而言之，大自然之巨大作坊中的万物，远方一颗恒星之消失乃至点缀公园的无数鲜花之绽开，均应受计数法则的支配，而这一法则迄今尚未确定下来。
Through research on dynamic characteristic of structure - soil system and influence that structure - soil interaction inflicted on structures , this paper analyzes seismic dynamic response of structures . furthermore , this article analyzed the comparison of design theory and numeration model is studied in the paper by the comparison of the numeration results and experiment results of the study - out structures 考察地下结构-周围介质体系的动态特性、土-结构相互作用对结构的影响，分析结构地震动力响应。并将拟定结构的数值分析结果与实验成果进行比较分析，探讨设计理论、数学模型的合理确定。
Contrast to the observation data , the numeration is approach to the fact . ( 5 ) through studying the real instance of huxi bank , put forward to corresponding reinforcement project . the result indicates that the reinforcement can satisfy the request of coast and penetrating stabilization ( 5 )针对湖西大堤的实际情况，经过方案比较，提出了相应的加固措施，对土工膜的选择进行了计算，并对各种工况进行了校核，结果表明，加固措施可以满足大堤的滑坡稳定和渗透稳定要求。
On the other side , a lazy design phenomena also exists , which ignores the construction numeration and magnifies the safety factor random only on the basis of experience , then oversize structu re and more steel are employed . then some materials and resources are wasted and the construction appearance is very clumsy , so we need optimize the construction numeration 另一方面，也存在一种不进行结构计算，凭经验再放大安全系数的懒惰设计现象，使用过大的结构尺寸和过高的用钢量，设计过于保守，浪费材料，浪费资源，增加投资，且结构外形笨拙，需进行结构计算和优化。
