1) flood load
洪水荷载
2) Carrying capacity in flood
洪水承载力
3) horizontal load
水平载荷
1.
The interaction between soil mass and bucket foundation under horizontal loads is analyzed.
根据土体的简化弹簧模型,建立了单桶和四桶结构在横向载荷作用下力系的平衡方程,提出了估算水平载荷作用下桶顶水平位移的方法,并将桶顶位移的估算结果同三维有限元方法的数值计算结果进行了比较,发现两者相当一致。
2.
The result indicates that when the spin-up horizontal load is the maximum during the landing, the opposite course residual elasticity of the undercarriage is not finished, and when the opposite course residual elasticity of the undercarriage is the maximum, the wheel movement is changed from slide to roll.
研究结果表明,在飞机着陆过程中,当起转水平载荷达到最大值时,起落架逆航向的弹性变形还未结束;当起落架逆航向的弹性变形达到最大值时,机轮从滑动转为滚动。
3.
This paper analyzed the force condition of measurement platform which supported by three-point, considered the platform inertial force of rigid body as well as the force of friction between support column with platform which calibrated by practice test,improved the tyre horizontal load measurement method, and applied it practically in the drop-test
分析了三点支撑落震平台的受力情况 ,考虑了平台的刚体惯性力及通过实测标定的支撑柱与平台之间的摩擦力 ,从而改进了现有落震平台测量机轮水平载荷的方法 ,并在落震试验中得到实际应
4) horizontal load
水平荷载
1.
Method to calculate internal force of RC frames with special-shaped columns under horizontal load;
水平荷载作用下异形柱框架结构内力计算
2.
Deformation property of rigid pile composite foundation in layered soil subjected to horizontal load;
分层土体中刚性桩复合地基水平荷载作用下的变形性状
3.
The comparison of weight of steel for frame structures and braced frame structures under horizontal load;
水平荷载作用下两种结构形式用钢量比较
5) lateral load
水平荷载
1.
Analysis on deformation characteristic of squeezed branch and plate pile under lateral load with finite element method;
水平荷载下挤扩支盘桩群桩变形性状有限元分析
2.
Experimental investigation on lateral load model pile in soft clay;
软粘土中水平荷载模型桩的试验研究
3.
Numerical model for analysis of tall building structures under the condition of lateral load;
水平荷载下高层建筑结构数值分析模型
6) load level
荷载水平
1.
Based on the calculating method which considered slip of pile and soil and whole stiffness dynamic adjusting,the reason why average tip resistance ration is affected by load level,stiffness ratio of pile to soil,pile length,pile diameter,pile spacing,pile number and soil mechanical parameters were analyzed.
基于考虑桩土滑移和桩顶整体刚度动态调整的群桩计算方法,分析平均端阻比与荷载水平、桩土刚度比、桩长、桩径、桩距、桩数以及桩侧、桩端荷载传递函数等因素影响规律,用统计方法拟合端阻比与上述参数的近似表达式。
补充资料：河道洪水演进(见河道洪水演算法)
河道洪水演进(见河道洪水演算法)
neaao non郎hUi河道洪水演进yanJ县n 见河道洪水演算法。
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