在设计中当等截面连续梁的计算跨度相差不超过10%时，可用等跨的图表来进行内力计算。
When actual span D-value of equal section continuous beam in designs is less 10%, equal span chart is employed to calculate internal force.
那表明。。。他的计算结果与我的大相径庭,因为它数据的取样跨度比我的长多了。
That means--his calculations are very different than the ones I have because he has a much longer sample period.
有时这意味着交易的速度越来越快，时间的跨度不是以计算月而是以毫秒计算。
That has sometimes meant trading faster and faster, with a time horizon of milliseconds rather than months.
对于柳梧大桥这样的大跨度钢拱桥，由于其处于西部高原地区，属于抗震等级要求较高的桥梁，有必要进行动力计算。
As a large span steel arch bridge and located in the west plateau, it is necessary to calculate its dynamical action because it belongs to higher anti -seismic lever.
本文从代理成本的变动、产品技术可分度和产品的市场生命周期与制造反应时间的关系等三个方面研究动态制造联盟跨度的计算。
In this research, three methods presented to calculate the span, including agent cost method, product technique disassembly method and the combo of market life cycle and response method.
为此，本文阐述了大跨度箱形梁的预拱确定方法——逆迭代法，并以深圳会展中心箱形梁为实例说明计算过程。
Therefore, the paper expatiates counter-arched method of long span box beam-iteration, and the process of counter-arched calculation of Shenzhen conference and exhibition center.
抗风计算程序，通过了实例分析验证。根据该理论分析和计算，本文对大跨度悬索桥的静力抗风研究提出了新的。
Wind computer program is verified by a case study. According to the theoretical analysis and computation, this paper static long span suspension bridge study proposes a new wind.
通过对大量计算结果的研究，得出了几种跨度下立体钢桁架及立体预应力钢桁架的最优高度。
By study of large amount of computational results, the optimal heights of space steel trusses and space prestressed steel trusses of several spans are got.
通过建立斜拉桥优化模型，运用结构分析方法，结合优化算法计算实例，对大跨度斜拉桥的动力优化设计进行了初步的探讨和研究。
Through building optimum model of truss Bridges, utilizing structural analysis methods and combining examples of optimum algorithms, the dynamic design of wide span truss Bridges is discussed.
应计算底座，保证从设备吊耳处支撑设备的最大弯曲挠度为1/1000跨度。
Baseplate frames are to be calculated to support equipment from its lifting lugs with a maximum bending deflection of 1/1000 span.
这两个图表分别展示了1900-2000跨度100年间世界范围内按领域计算的用水量以及2000年巴西和刚果这两个国家对水的消费量。
The graph and table illustrate respectively information about worldwide water use by sector over a span of 100 years from 1900 to 2000 and water consumption in Brazil and Congo in 2000.
采用车-桥系统相互作用的计算模型，对不同跨度简支梁桥的竖向有载自振频率进行了深入研究。
The vertical loaded free frequencies for the different span simply supported beam Bridges are investigated with the vehicle bridge system model.
由于只需进行单参数的搜索过程且计算效率较高，用该方法分析实际大跨度桥梁颤振问题是合适的。
The direct flutter analysis only requires a single parameter searching process and is efficient and fits to the flutter problems of actual long span Bridges.
一个四柱支承大跨度预应力浅网壳结构的有限弹性变形分析表明，锚栓对计算结果影响较大。
Finite elastic deformation analysis of a four column supported prestressed latticed shallow shell roof shows that the bolts have influence upon the computed results more significantly.
结合一具体工程介绍了复杂平面、超长跨度的框架结构温度应力的测试工作及计算分析。
The test and calculation analysis of temperature stress of a frame structure with complex plane and super-length span are introduced in detail.
由此，作者比较全面地认识了混合梁斜拉桥的各种静力、动力和稳定性能，掌握了运用有限元软件计算分析大跨度桥梁的方法。
Therefore, the author realized the static, dynamic and stable behaviors of hybrid girder cable-stayed bridge, and comprehensively understood the analysing method of the large span cable-stayed bridge.
根据该理论分析和计算，本文对大跨度悬索桥的静力抗风研究提出了新的思路和建议。
According to the theory and analysis, new train of thoughts and proposal are advanced for studying static wind_resistance of great span suspension Bridges in the future.
计算结果表明，大跨度桥梁结构的动力分析必须建立详尽的分析模型，以反映结构的实际动力特性。
The results show that long-span continuous rigid frame bridges should be modeled as precisely as possible to reflect their actual dynamic characteristics.
同时给出了当构件跨度不满足最小跨度要求时受拉钢筋强度折减的计算方法。
Presents the strength reduction calculating method of the tension bar when the minimum span length is not sufficed.
对于大型大跨度钢结构工程，施工方法的选取及施工计算与结构设计同样重要。
For large span structures, construction method and construction design are as important as the structural design.
弹性理论适合于中小跨度的自锚式悬索桥的设计和计算。
Elastic theory is applicable to the design and calculation of medium span self anchored suspension Bridges.
理论计算及工程实践表明本连续梁式架空轨束梁的设计计算方法可靠，连续梁架空方式是提高轨束梁架空跨度的有效方法。
The practical construction results show that the computation theory of this rails beam is credible and this rails beam is a good method to enhance rail's span in the crossing site.
本文介绍了大跨度钢屋架挠度测试法和测试结果，并用有限元计算对测试结果进行比较和分析。
This paper gives an account of the method of deflection test of large-span steel roof truss and analyses the test result by using element calculation.
应用有限元分析软件，对两种跨度下典型平面钢屋架节点刚性所产生的次应力进行了分析计算。
The secondary stresses of typical planar steel frames due to the rigidity of panel points are calculated by the finite element analysis program.
风荷载作用下的非线性静力失稳理论，推导了适合计算的非线性刚度矩阵，并开发了大跨度桥梁的非线性静力。
Wind Loads nonlinear static instability theory, derived for calculating the nonlinear stiffness matrix, and the development of long-span Bridges in the nonlinear static.
同时利用有限元计算软件AN SY S对试验模型以及与试验模型相同跨度、跨高比和截面尺寸的门式刚架进行计算。
The test model and another model with the same span, span-height ratio, and sectional dimensions were analyzed using the finite element analysis software ANSYS.
采用更加精确和更加计算有效的方法，我们通常的目的在于模拟更大更加真实的体系，探索长时间跨度的过程事件。
We generally aim to model larger and more realistic systems and to explore processes that happen on longer timescales, with more accurate and more computationally efficient approaches.
针对苏州河河口水闸工程中的大跨度箱形底板设计中遇到的困难，利用三维有限元对底板结构进行计算分析。
The three-dimensional finite element method was used to solve some key problems in the design of the box floor in Suzhou River Estuarine Lock project.
针对苏州河河口水闸工程中的大跨度箱形底板设计中遇到的困难，利用三维有限元对底板结构进行计算分析。
The three-dimensional finite element method was used to solve some key problems in the design of the box floor in Suzhou River Estuarine Lock project.
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