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slab with negative bending moment beam 板面负筋
The Nonlinear Finite Element Analysis on Crack of Negative Bending Moment Area in Steel-Concrete Composite Girder 钢-混凝土组合梁负弯矩裂缝非线性有限元模拟分析
Thickness Control of Concrete Cover for Reinforced Concrete Floor Slab with Negative Bending Moment 楼板负弯矩钢筋悬挂施工控制混凝土保护层厚度
The measures to solve over-standard problem in cast-in-situ negative bending moment reinforced protection course 现浇板负弯矩钢筋保护层超标原因及解决措施
negative bending moment 负弯矩
The negative skin friction was nonlinearly distributed along the depth of pile and the bending moment increased with the height of embankment. 随着填土高度的增加，桩侧摩阻力沿深度呈非线性变化，桩身弯矩呈现增大趋势。
The actual stress is not proportional to the bending moment. 实际上应力与弯矩不成正比。
But the bending moment at the central hinge must vanish. 但在中间铰处，弯矩必定为零。
The induced bending moment may lead to destructibility of the pipeline. 弯矩的产生可能导致管线的破坏。
Shear force is implicit in the development of bending moments. 杆中的剪力在弯矩的推导中是不明显的。
Based on the differential equations of slips, the solutions of slip and slip strain in negative bending regions of continuous composite beams are obtained. 基于组合梁在负弯矩作用下的滑移微分方程,求出了连续组合梁负弯矩区的滑移及滑移应变解。
This increases both the rigid body rotation of the vehicle and the bending moment. 这既增加了飞行器的刚体转动，也增加了弯矩。
In the FEM simulation of the loading identification process, the bending moment maintains a constant amplitude, hut its direction is alterable. 在有限元仿真计算中，弯矩载荷的大小保持不变，但方向可调。
The unique phenomena at any cross section of EULER compressive bar under the zero bending moment is analyzed. 从理论上分析了欧拉压杆任意截面上弯矩为零的状态下所出现的奇异现象。
In this paper a function calculation method of preloaded bending moment distribution for leaves of spring is des... 本文介绍了一种用于板簧簧片预加弯矩分配计算的函数计算法,并给出了计算实例。
The needed pipe bending moment、wall thickness reduction and ovality of section are known by simulating. 通过模拟,计算管子弯曲变形所需的弯矩,计算管子弯曲部分外壁减薄率和椭圆度。
Moreover, the influence of initial crookedness would be reduced as slenderness ratio and bending moment are increased. 初弯曲对杆件的影响随长细比和弯矩的增大而减小；
The bending moment of common prestressed concrete pipe piles is relatively low under the horizontal earthquake action. 摘要普通预应力混凝土管桩在水平地震作用下抗弯能力较差；
The connection of CHS T-joints with fold chord subjected to in-plane bending moment can be simplified as rigid joint. 在平面内弯矩作用下，弦杆为折杆的T型圆钢管节点计算可以简化为刚接节点模型。
The calculation of ledger maximum bending moment and deformation the even load of scaffold board and live loads above the ledger. 按照大横杆上面的脚手板和活荷载作为均布荷载计算大横杆的最大弯矩和变形。