1) spandrel beam
边梁
1.
Simulation of compatibility torsion experiments of a spandrel beam in a long-span prestressed concrete secondary beams floor system
大跨度预应力次梁楼盖边梁协调扭转模拟分析
2.
The dynamic characteristics of R/C slab column-shear wall structures with and without spandrel beams and frame-shear wall structures are analyzed and compared with finite element method when its span and story number are changed.
采用有限元方法,改变结构的跨度和层数,对无边梁的板柱-剪力墙结构、带边梁的板柱-剪力墙结构和框架-剪力墙结构的动力特性进行对比分析。
3.
The seismic performance of flat plate structure can be improved by the spandrel beam.
板柱结构的周边布置边梁可以提高结构的抗震性能。
2) edge beam
边梁
1.
Research on behaviors of flat plate-special-shaped column structures with edge beam;
带边梁平板—异形柱框架结构受力性能研究
2.
In order to get the formulas for calculating the equivalent frame width coefficient of flat\|plate structures with edge beam, the structural program SAP91 was used in the elastic analysis of flat\|plate structure to study the internal relationship between the equivalent frame width and the structure dimensions.
为得到带边梁板柱结构的等代框架宽度取值系数的计算公式 ,用SAP91有限元计算程序对 5组 33种不同几何参数的板柱结构进行了计算 ,以研究结构几何参数对等代框架宽度取值系数的影响 ,并与钢筋混凝土板柱结构的振动台试验结果进行了对比。
3.
In order to study the equivalent frame calculation modes for hollow slab-column structures of reinforced concrete under lateral load,this paper conducts an elasticity analysis of such structures with edge beams of different dimensions by using a finite element structural program,and establishes their models accordingly.
针对水平荷载作用下带边梁的现浇混凝土空心板柱结构等代框架计算模型中等代梁宽度的取值问题,运用有限元分析程序对4组28种不同几何参数的空心板柱结构进行水平荷载作用下的弹性计算分析,研究等代梁宽度与结构几何参数的内在关系,从而得到等代梁有效宽度系数的计算公式以及边梁抗弯刚度的增大系数,为进一步计算提供了依据。
3) boundary beam
边梁
1.
According to a example,reinforcement of grillage-shaped beam、reinforcement of boundary beam 、torque of boundary beam and elastic flexility limit were analyzed.
结合工程实例,对井字梁配筋量、边梁配筋量、边梁扭矩值和弹性最大挠度值进行分析研究。
2.
This algorithm can show quantitatively the international law of the plate and the boundary beam.
具有边梁加固的板的弯曲问题,其平衡方程模型为四阶椭圆型偏微分方程的边值问题,其中的自然边界条件涉及到了沿板边的切线和法线方向的高阶导数,对于非均匀、变厚度的板,该问题还具有"变系数"的特点。
4) side beam
边梁
1.
Torsion-resistant design of side beams in floors with prestressed secondary beams
预应力次梁楼盖边梁抗扭设计
2.
Tension order has important effect on side beamin prestressed concrete frame structure.
预应力混凝土框架结构中预应力梁采用不同的张拉顺序对边梁的影响不同。
5) boundary beams
边梁
1.
Starting from the principle of minimum potential energy, a difference scheme is constituted for solving the bending problem of plates with their edges threngthened by beams,numerical results are presented, and the law of interaction between the plates and the boundary beams is investigated qantitatively.
由极小势能原理出发，构造了具有边梁加固的板弯曲问题的差分格式，给出了数值结果，定量地研究了板与边梁相互作用的规律。
2.
A mathematical models of the bending problem with boundary beams reinforcement is established,and the complcte form of the equilibrium differential equation and the boundary constraint conditions are given,meanwhile the existence and uniqueness of the soluhon of the mathematical model arc analysed.
建立了具有边梁加固的板弯曲的数学模型，并给出平衡微分方程和边界约束条件的完整形式，同时分析了解的存在性、唯一性。
6) side arched beam
边拱梁
1.
This paper presents the construction difficulties, quality control points and supervision means for side arched beams of the Fourth Bridge on Xiangjiang in Xiangtan.
本文通过湘潭湘江四大桥边拱梁的施工难点、质量控制要点和监理手段的介绍,为今后类似工程的施工监理提供参考借鉴之用。
补充资料：波状(软边)挡边带式输送机
分子式：
CAS号：
性质：带式输送机的一种。在乎输送带的两侧加上有波纹形的软边，中间用隔板隔起来使其呈框形。可使其提升角度几乎不受限制，可达90°角。在提升角度大，运输场地受限制的情况下，采用此种带式输送机有显著的优越性。由于输送带上装有波形软边和隔板，物料装载厚度可以增高。输送带的清扫比较困难，维修比较复杂，不适用于有黏性的细粉物料。
CAS号：
性质：带式输送机的一种。在乎输送带的两侧加上有波纹形的软边，中间用隔板隔起来使其呈框形。可使其提升角度几乎不受限制，可达90°角。在提升角度大，运输场地受限制的情况下，采用此种带式输送机有显著的优越性。由于输送带上装有波形软边和隔板，物料装载厚度可以增高。输送带的清扫比较困难，维修比较复杂，不适用于有黏性的细粉物料。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条