1) water load
水荷载
1.
Few project uses water load for construction.
高速公路水荷载是一种少见的施工方法,本文以京珠高速公路广州至番禺段第十四合同段工程为例,介绍和总结了水荷载的施工工艺与特点。
2.
This paper has obtained some law,which is of great value for reference to making stability analysis of dam abutments by deriving a solution to the thrust at springer of an arch dam based on the relationship between the water load and the dam height.
基于水荷载与坝高的关系,推求拱端推力的求解公式,得到一些坝肩稳定分析的具有参考价值的规律。
3.
Then,the water load is taken as the surface load and the volume load,respectively,and the comparison of the two loadcases shows that,when the water load is taken as the surface load,its resultant force in direction x is close to the seepage forc.
对比水荷载分别作为面荷载和体荷载(渗流力)的工况,可以看出,虽然水荷载作为面荷载时,其在水平方向上的合力与水荷载作为体荷载时的水平向渗流力近似相等,但由于结构是变形体,合力大小相等的作用力如果分布形式不同,其最后的结果仍然有的较大差异。
2) water loading
水荷载
1.
Effect of water loading on strength of concrete;
真实水荷载对混凝土强度影响的试验研究
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：地下水水资源评价(见水资源评价)
地下水水资源评价(见水资源评价)
d ixiashui shuiziyuan Ping】ia地下水水资源评价见水资源评价。
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