- 更多网络例句与格构相关的网络例句 [注：此内容来源于网络，仅供参考]
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Therefore, the study of the lattice beam and the research of the beam designing method are very necessary.
因此，加强对混凝土格构锚固体系中格构梁受力机理和设计方法的研究，是十分必要的。
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Based on the simulated aggregate distribution and the relative positions between the lattice beams and the aggregates, the stiffness matrix of each lattice beam was determined.
基于模拟所得的骨料分布和格构梁与骨料之间的相对位置，确定了每一个格构梁单元的刚度矩阵。
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The conclusions that the thesis achievements have important meanings for the design calculation of the complex structure of prestressed anchor-rope and lattice beam in engineering, and they also have certain reference value when study deeply on the action mechanism of this complex structure.
文中所获得的结论，对工程中的预应力锚索格构梁复合结构的设计计算具有重要意义，对于深入研究预应力锚索格构梁复合结构的作用机理，也具有一定的参考价值。
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Designtheory of RC lattice beam is studied by analytic solution of the beam on Winklerelastic foundation quantificationally.
2提出了格构锚固结构的力学模型，利用Winkler弹性地基梁上的解析解定量研究了钢筋砼格构梁的设计理论及各参数的优化取值。
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The results of lattice beam internal force calculated method based on double parameter groundsill model are more approach the experiment measured values because of consideration of the pass of shearing force in soil, and its calculated workloads are similar with the method of winkler elastic foundation. Besides, the thesis also discusses the moment of torque affected results on node stress situation and the correction of stress value at the bottom of cross node of lattice beam. Due to the repeat calculation of node area during internal force calculation, the stress value of the bottom of beam is lower, this may lead the calculated value unsafe, but the corrected stress value will more approach to practical situation.
对格构梁的内力计算提出基于双参数地基模型的格构梁内力计算方法，其计算结果表明，双参数地基模型上的格构梁内力由于考虑土中剪力的传递更加接近于试验实测值，其计算工作量与winkler弹性地基梁法相当，此外，文中还探讨了扭矩作用对格构梁节点受力情况的影响结果以及格构梁交叉节点底部的应力值的修正，由于内力计算过程中节点处的面积被重复计算，使得梁底应力偏小，可能导致计算结果的偏于不安全，修正后的应力值更接近于实际情况。
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So the main study contents of this thesis are as follows: the load distribution pattern along the length beam and the cross beam in the place of node、 the appropriate matching rigidity of the length and cross beams in the action of same anchorage force and the affection pattern discuss on sloping surfaces dip angle、 beam rigidity 、 anchor-rope angle as well as the position of load which affect the load distribution ratio on length and cross beams. In the end it brings forward lattice beam internal force calculated method on the basis of double parameter groundsill model.
鉴于此，本文主要的研究内容是格构梁节点处荷载沿纵横梁的分配规律、同一锚固力作用下纵横梁合理的匹配刚度以及对格构梁纵横梁荷载分配比值可能存在影响的坡面倾角、梁刚度、锚索夹角、加载位置等因素的影响规律探讨，最后提出基于双参数地基模型的格构梁内力计算方法。
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In combination with the crushed rock slope as an example, the allocation of an anchorage force on longitudinal beams and transverse beams is calculated by adopting the distribution coefficient law of the nodal form at first. Then the internal forces of the lattice beam are calculated respectively through the software on the basis of Winkler elastic foundation model and the semi-infinite foundation model, and then compared with the internal forces which are based on simplified foundation pressure calculation. The active pressure of rock is calculated approximately by Ranking soil pressure theory in the working stage. Sequentially, the reinforcing bars are disposed by two-stage's averagely calculated values.
以破碎岩质边坡为例，采用节点荷载分配法计算了锚索锚固力在格构梁纵、横梁之间的分配比率，然后基于Winkler弹性地基模型和弹性半空间地基模型分别计算格构梁在张拉阶段的内力，并与采用简化的地基反力计算值对比；采用朗肯土压力理论近似计算在工作阶段主动岩体压力，将地梁视为在线性分布力作用下倒置于坡面上的连续梁，按力矩分配法计算地梁内力，取两阶段计算平均值进行配筋。
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Taking the initial imperfection into consideration, the geometrical nonlinear analysis was performed for the latticed column.
对格构柱进行了几何非线性分析，分析中考虑了初始缺陷的影响，计算结果表明格构柱的极限承载力由整体稳定性控制。
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Lowenergy ion/surface interactions play an important and sometimes dominant role in controlling film microstructure and/or microchemistry.
近表面层的原子仍保持其原平面晶格构型，但受再构表面的影响，越近最表面层，原子在晶格平衡位上的热振动振幅越大。
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YTG solidating agent will jelling with soil granule,A new kind of lattice appears in soil.The compressive effect will make the connection among lattice more tight.YTG improve the physical and mechanical behavior of soil.And this kind of jelling effect can process in water and air.
通过对YTG岩土固化剂在渠道防渗实际工程中的应用，分析论证了YTG与土颗粒胶凝在一起，形成新的格构，初期施工的压实效应会使格构间联系的更加牢固，YTG改善了土的物理力学性能，发挥了固结剂的强度。
- 更多网络解释与格构相关的网络解释 [注：此内容来源于网络，仅供参考]
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lattice girder：格构梁
lattice filter 网格滤波器 | lattice girder 格构梁 | lattice tower 格子塔
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lattice beam：格构梁
巨型梁:mega beam | 格构梁:lattice beam | 多波束:Multi-beam
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latticed partition：格构式隔壁
latticed chart 格网海图 | latticed partition 格构式隔壁 | Latvia 快艇比赛国际航行用字母
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latticework：格构工程 格子细工 网格结构
latticewindow 格构窗 格子窗 | latticework 格构工程 格子细工 网格结构 | latum 阔韧带
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Steel Latticework：钢格构
Steel Lattice Truss 钢格构桁架 | Steel Latticework 钢格构 | Steel Letters 钢字
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trelliswork：格构工作
trellis girder 格构梁 | trelliswork 格构工作 | tremie 漏斗
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trelliswork WESTBANK：格构工作
trellis girder WESTBANK 格构梁 | trelliswork WESTBANK 格构工作 | tremie WESTBANK 漏斗
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lattice strut：格构支撑
lattice structure ==> 晶格构造,晶格结构,点阵结构,栅格结构,栅格结构,格结构,格状构造 | lattice strut ==> 格构支撑 | lattice substitution ==> 点阵的替位
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Steel Lattice Truss：钢格构桁架
Steel Lattice Structure 钢格构结构 | Steel Lattice Truss 钢格构桁架 | Steel Latticework 钢格构
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lattice skylight truss：格构式天窗架
lattice mast 格构式桅杆 | lattice skylight truss 格构式天窗架 | latticed frame arc 格构式拱