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structural相关的网络例句

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Based on the improved first order second moment theory and aimed at the problems of mechanical reliability analysis and mechanical reliability design of single designing variable, this paper put forward a kind of explicit iteration algorithm for computing the structural reliability and determining the designing parameters of structural reliability.

引言改进的一次二阶矩理论是结构可靠性分析和设计的一种实用方法[1],具有建立结构可靠性分析和设计计算模型简单等优点,在这种方法中,Hasofer和Lind推荐的可靠度指标是定量评估机械可靠性的一种基本参数。

In order to compute the failure probability of structural systems for stability of gravity retaining walls, firstly, two performance functions against overturning and sliding of gravity retaining walls were established. Then, the first order second moment theory in structural reliability analysis, i.e., the checking point method was introduced to compute the two failure modes respectively, and two corresponding reliability indexes could be obtained.

为了计算重力式挡土墙稳定性的结构体系失效概率,首先分别建立重力式挡土墙结构抗倾覆稳定性和抗滑移稳定性的功能函数,然后引入结构可靠度分析一次二阶矩法中的验算点法分别对两种失效模式进行计算,得出两个相应的可靠度指标。

The major methodology is the structural analysis of crusted and lithosphere structures. The subject emphasize on the study of the basic characteristics, observation methods of small to middle scale structures. The course introduces the origin of fault, fold, joint, foliation and lineation, and the research method and thinking of modern structural geology.

构造地质学以构造分析作为研究地壳或岩石圈构造的方法论,主要研究中、小型尺度的基本构造特征、分类和观测方法,介绍断层、褶皱、节理、叶理和线理构造成因机制的基本理论及现代构造地质学的研究方法和思路。

In order to analyse the structural reliability by stochastic finite element method rapidly and efficiently, a method combined with finite element method and gradient optimum algorithm based on ANSYS is presented when referring to the geometric interpretation of structural reliability index.

为快速、高效地进行基于随机有限元法的结构可靠度分析,从结构可靠性指标的几何意义出发,提出了在ANSYS平台上采用有限元法和梯度优化算法相结合的方法进行可靠度分析的构想,对ANSYS进行二次开发实现了该方法。

The four well-known skeleton hydro-power stations of West-East Electricity Transmission Project, named Xiangjiaba, Xiluodu, Baihetan and Wudongde from the lower reaches of Jinshajiang River to upriver reaches, are all distributed in this area. Based on the analysis of the resource exploitation and industry sustainable development status, current problems and future scenarios, the main conclusions go as follows:(1) There are abundant and varied agricultural resources, widely distributed mineral resources with valuable predominant minerals, potential tourism resources, but some main problems such as lower level of exploration and development, serious waste and pollution, restraints of financing and transportation and eco-environmental frangibility still call for immediate solution;(2) Regional economy develops fast but the overall level is low-farming and animal husbandry industries, In which crop-plantation takes the main part, dominates in the sectional structure of economy, and forestry and specialty industries need to be further developed. The existed restraints such as unbalanced structural and regional economic distribution, acute structural deficiency and low economic efficiency need to be cleared out, of the way to a sustainable future.

西电东送骨干工程的向家坝、溪洛渡、白鹤滩、乌东德四大水电站均分布在这一江段通过对该区域资源开发和产业发展的现状、问题和发展前景进行分析,得到如下主要结论:(1)该区域农业资源丰富多样,矿产资源分布广泛且优势矿种地位突出,旅游资源待开发潜力巨大,但是资源开发却面临着勘探开发程度不够、浪费污染严重、资金交通制约和生态环境脆弱等几大问题;(2)区域产业经济发展迅速但总体水平低,部门结构中以种植业为主的农牧业占主导,林牧业和特色产业有待进一步开发,产业发展面临着部类和区域不均衡、结构矛盾突出以及效益低下等问题的困扰。

By studying,we could know structural response of building to blasting seismic wave is not only relative to intensity of blasting vibration, but also to seismic frequency and characteristic of buliding and groundsill,so we should treat in different ways in practise because of difference made by blasting seismic wave to different structural types.

最后围绕爆破地震波的三要素通过建立理想的建筑模型对建筑物的结构响应进行了理论分析,通过分析得出,建筑物对爆破地震波的响应除了与震动强度有密切关系外,还与地震波频率、建筑物的尺寸、地基土的特性以及结构的累积损伤等有很大关系,而且对于不同类型的建筑物,其结构响应差异还较大,因此在工程施工中需要分别对待。

Years of accumulated experience suggest the choice of the following compromise: set structural standards for paraglider lines and hang glider hang-loops high enough to essentially exclude the pilot can separate from his paraglider or hang glider, and test emergency parachute equipment for structural integrity to roughly 150 km/h.

多年的经验积累给出了如下一些妥协:结构标准考虑了飞行员可能会和滑翔伞或者悬挂滑翔机分离造成的高速下开伞的情况,备份伞结构测试采用的最大速度为150km/h。

For distinctly understanding the mutual influence between the structural units, a series of compounds from five and six-membered C-N heterocycle substituting the tetrazine ring are designed. These several types of compounds are studied by means of the quantum chemistry calcualtions and discussed the influence of the structural units upon the main performance (heat of formation, density, velocity and pressure of detonation) and found out the best combination of performance.

为了更清楚的了解结构单元之间的相互影响,设计了六元氮杂环和五元氮杂环取代1,2,4,5-四嗪得到了一系列化合物,采用量子化学计算方法对它们进行了详细的理论研究,讨论了各种氮杂环的改变对四嗪类化合物性能(包括生成热、密度以及爆速和爆压等)的影响,并找出爆轰性能较好的结构单元组合。

The result is: out of 187 cases of azoospermia, 77(41.18%)patients with abnormal chromosome(number and structural aberration); heteromorphic chromosome(Y chromosome polymorphisms and pericentric inversion of 9) and 46,XX sex reversal. Out of 30 cases of severe oligospermia, 4 patients with abnormal chromosome(structural aberration and 46,XX sex reversal).

发现187例无精症患者中检出异常核型77例(41.18%)(其中46,XY,t(6;14)(p21;p13),46,XY,t(8;12)(p21;q24)为世界首报核型),主要涉及染色体异常;染色体异态(Y染色体异态和9号染色体臂间倒位)及46,XX性反转;30例严重少精症患者中检出异常核型4例(13.33%)(结构异常和46,XX性反转)。

The main content consists of three parts:(1) analyzing the structural dynamic changing rule considering SSI effect;(2) analyzing the earthquake response of traditional non-shake -isolate frameworks before or after considering SSI effect, and then summarizing the rules that how factors such as base-soil elastic modulus and damping ratio effect structural horizontal deflection, displacement between floors and girder-end moment;(3) analyzing the earthquake response of shake-isolate frameworks considering SSI effect or not, indicating the changes after considering SSI effect and the performance of rubber shake-isolate pad.

本文采用通用有限元程序ANSYS,对在7度多遇地震时El Centro波作用下框架的地震响应进行了分析,主要内容分为三部分:(1)分析了考虑SSI效应后结构的动力特性变化规律;(2)对传统非隔震框架结构考虑SSI效应前后的地震响应进行了分析,总结出地基土弹性模量、体系阻尼比等因素对结构各层水平位移、层间位移以及梁端弯矩的影响规律;(3)对考虑与不考虑SSI效应的基础隔震结构的地震响应进行了分析,指出了考虑SSI效应后基础隔震结构地震响应的变化规律和隔震效果。

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