through capacity

through capacity的基本解释

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[计] 通过能力

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

Firstly we discuss the meanings, content and the principals of the evaluation of credit, and exert the credit theory of MAX to the evaluation of credit to get the contents for the evaluation of credit in theory. Then through analyzing the present system of credit evaluation in the civil and overseas countries, and through using the credit evaluating system of overseas risky venture, on the side of the creditor, we device the credit evaluating system into such six aspects as the character of the enterprises, the capacity of paying back, the capacity of payoff , the capacity of operating, the capacity of innovating and the capacity of pullulating. Finally we use the method of AHP and dim mathematics to demonstrate the feasibility of the system that is formed in the fifth part.

本文首先通过对资信评估的内涵、内容及原则进行探讨，并在理论上运用马克思信贷资金循环理论对企业资信评估应考虑的因素进行理论分析，在对国内外资信评估指标体系分析研究的基础上，创造性地联系到国外风险投资机构的评估指标体系对高科技企业资信评估指标体系的借鉴意义，选取债权人的角度，从企业素质、偿债能力、盈利能力、营运能力、创新能力和成长能力六个方面设计了高科技企业资信评估指标体系，并选取层次分析法和模糊数学综合评判法来综合评判高科技企业的资信等级。

In recent years, with the increasing of freight traffic and the number of ship in work, actual through capacity of the Grand Canal lock has nearly reached or exceeded designed capacity that results in serious ship delay in ship lock. The research on how to improve the throughput and ensure the fairness has some practical value.

近年来，随着货运量和营运船舶数量的不断增加，京杭运河船闸的实际通过能力已经接近或超过设计通过能力，船闸待闸现象愈来愈严重，严重的影响了京杭运河经济效益的发挥和沿线工农业发展的需要，也降低了水运企业的经济效益和水运在综合运输体系中的竞争力。

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through capacity相关的网络解释 [注：此内容来源于网络，仅供参考]

prarajana; cloister：出家

出风头 show off; in the limelight | 出家 prarajana; cloister | 出口创汇能力 capacity to earn foreign exchange through exports

Cape Collinson：哥连臣角天主教坟场

出口创汇能力 capacity to earn foreign exchange through exports | 哥连臣角天主教坟场 Cape Collinson | 哥连臣角佛教坟场 Cape Collinson Buddhist Cemetery

export-oriented industry：出口创汇型产业

出口退税制度 the system of refunding taxes on exported goods; export (tax) rebate | 出口创汇型产业 export-oriented industry | 出口创汇能力 capacity to earn foreign exchange through exports