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空间结构计算
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  space structure calculation
     The elasticity support continuum beam method is brought forward according to orientation structure endure force character of large rectangle aqueduct with multi-longitudinal beam. The method makes complicated space structure calculation simple.
     根据大型多纵梁矩形渡槽槽身结构及其横向受力特点,提出了"弹性支承连续梁"法进行横向受力计算,使复杂的空间结构计算得以简化.
短句来源
     The practicality space analysis method is suggested according to structure endure force character of large rectangle aqueduct with multi-longitudinal beams,thus making the complicated space structure calculation decompose into two related plane problems.
     根据大型多纵梁矩形渡槽槽身结构及其受力特点,提出了实用空间分析法,使复杂的空间结构计算分离成相互联系的两个平面问题。
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  “空间结构计算”译为未确定词的双语例句
     Simulation of Spatial Structure for Bridges Based on Solid Model and Spatial Beam Model
     基于三维实体和空间梁模型的桥梁空间结构计算仿真
短句来源
     Simulation of Spatial Structure for Bridges Based on Solid Model
     基于三维实体模型的桥梁空间结构计算仿真
短句来源
     Floor horizontal bracing imitating rigidity in certain design of engineering practice is viewed as considering space work. Varied computer program languages are also compiled although none of them is testified or demonstrated by model tests.
     近几年来,有些工程开始采用了空间结构计算的设计方法,但从相关资料来看,其空间效应仅简单地用楼面水平支撑模拟楼面的水平刚度,或采用各种计算机语言的有限元程序进行计算,其计算结果缺乏相应的理论分析及相应的试验验证;
短句来源
     Finally optimized the space construction of dimethyl carbonate, calculated its overlap population, discovered the reason that dimethyl carbonate is difficult to as methylation regent.
     最后优化了碳酸二甲酯的空间结构,计算了其重叠集居数。
短句来源
     The girder of parabolic arch steel bridge was compared and analyzed by the methods of plane and space calculating charts. The results showed that the internal force for girder of arch steel bridge should be calculated according to space structure;
     对抛物线拱形钢桥主桁按平面计算图式和空间计算图式作对比计算分析,结果表明,拱形钢桥主桁内力应按空间结构计算
短句来源
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  相似匹配句对
     CALCULATION OF THE C-G COEFFICIENTS FOR THE STRUCTURE ZINC BLENDE SPACE GROUPS
     闪锌矿结构空间群C-G系数计算
短句来源
     Calculation of the Structure for Magnetic Space Group Clebsch-gordan Coefficients
     结构空间群C-G系数的计算
短句来源
     Analysis of Inner Forces of Space Curved Bar Structures
     空间曲杆结构的内力计算
短句来源
     THE CONSTRUCTURE OF SELF-CONJUGATE SPACE
     自共轭空间结构
短句来源
     COMPUTATIONS ON 3/D STRUCTURES STIFFENED BY LAYER ORTHOTROPIC ELASTICITIES
     空间层状正交异性加强结构计算
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In this paper, the internal forces with regard to the three axes of the different calculating sections of arch ribs in long span half-through R.C.arch bridge subjected to lateral wind load are calculated by treating it as a space structure.Meanwhile,it is expounded that the wind force,caused by bridge deck (including passing trains) , finally in the form of concentrated force P_1from the longitudinal bracing (wind chord) and in that of suspension rod reaction acts on the transverse beam and arch rib respectively)...

In this paper, the internal forces with regard to the three axes of the different calculating sections of arch ribs in long span half-through R.C.arch bridge subjected to lateral wind load are calculated by treating it as a space structure.Meanwhile,it is expounded that the wind force,caused by bridge deck (including passing trains) , finally in the form of concentrated force P_1from the longitudinal bracing (wind chord) and in that of suspension rod reaction acts on the transverse beam and arch rib respectively) the influences on the different sections of arch rib and the Ⅱ, Ⅳ lateral struts are also analyzed, Such method of calculation is considered to be rather in conformity with the actual conditions.

本文对大跨度中承式钢筋混凝土拱桥在横向风力作用下,以空间结构计算其对拱肋各计算截面三个轴产生的內力,同时提出对桥面风力(包括列车风力),最后以风弦集中力P_1及吊杆反力的形式,分别作用于固定横梁及拱肋上,并分析对拱肋及Ⅱ、Ⅳ风撑各截面所产生的影响,这种考虑方法较为切合实际情况。

The frame structures of stadium stands are generally symmetrical in one direction and unsymmetrical in the other direction. Usually planar frame models were used for the calculation of seismic effects on such structures. In this paper, referring to the requirements for calculation of seismic effects on unsymmetrical structures as stipulated in the new Building Design Code for Earthquake Resistance soon to be published, differences in various models with computation examples are presented. The necessity of using...

The frame structures of stadium stands are generally symmetrical in one direction and unsymmetrical in the other direction. Usually planar frame models were used for the calculation of seismic effects on such structures. In this paper, referring to the requirements for calculation of seismic effects on unsymmetrical structures as stipulated in the new Building Design Code for Earthquake Resistance soon to be published, differences in various models with computation examples are presented. The necessity of using space frame models with three-dimension in calculation of such structures and the feasibility of using space interaction models in consideration of torsional earthquake effects are explained.

体育场看台结构为在一向基本对称,而在另一向不对称的框架结构。过去常用平面框架计算模型来计算这类结构的地震作用。本文结合即将颁布的新建筑抗震设计规范讨论了不对称结构地震作用计算的方法,分析了几种不同计算模型的区别。并用计算实例,闸明了用空间结构计算模型计算此类结构的必要性和采用考虑扭转地震效应的空间协同计算模型的可行性。

The girder of parabolic arch steel bridge was compared and analyzed by the methods of plane and space calculating charts. The results showed that the internal force for girder of arch steel bridge should be calculated according to space structure; a large non--uniformity exists in the axial force of all kinds of member; the bending positive stress of member in and out the plane has great effect on the calculating results of positive stress.

对抛物线拱形钢桥主桁按平面计算图式和空间计算图式作对比计算分析,结果表明,拱形钢桥主桁内力应按空间结构计算;主桁各类杆件轴力存在较大的不均匀性;杆件在平面内外的弯曲正应力对正应力计算结果有较大影响。

 
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