1) pre-increasing load
预施荷载
1.
Analysis on effect of pre-increasing load on the clay normal frozen-heave force
预施荷载对黏土法向冻胀力的影响分析
2) construction load
施工荷载
1.
In addition, from construction load, problem of strength, displacement of steel bar and other problems related to structural theory discussion is made in order to ensure engineering quality.
阐述了施工中结构理论对于建筑工程质量的重要性,从施工荷载、施工阶段的强度问题、施工阶段钢筋位置变化问题等多方面,对施工过程中存在的许多结构理论问题作了探讨,以确保工程质量。
3) construction loads
施工荷载
1.
The research of level construction loads influence in super high-rise frame and tube structure;
超高层框筒结构水平施工荷载影响研究
2.
Study on effect of construction loads on longitudinal deformation of adjacent metro tunnels;
地面新施工荷载对临近地铁隧道纵向变形的影响分析研究
3.
The model of one dimensional consolidation of layered systems is used with,construction loads taken into consideration,but it is difficult to calculate the basis equations from this model.
本文采用数值方法,求解层状地基考虑施工荷载变化的固结微分方程,通过计算,揭示了成层地基的固结特性,说明考虑实际土层分布的必要,为工程中求解一维固结问题提供简便可靠的计算方法。
4) loads infliction
载荷施加
1.
Then solve the problem of loads infliction during the course of the automatic mechamism moving when it s in the position of the beginning of recuperating with an additional factor.
以某重机枪虚拟样机动力学模型的枪膛合力与气室压力的施加为例,设置一个与位移相关的传感器(Sensor)来实现通过位移控制外力施加的时机,并通过一个附加因子成功解决了以复进开始时为初始状态的自动机运动过程中的载荷施加。
5) constructing loads
施工荷载
1.
The emulation analysis of high building by using space structure model possessing conversion layers under constructing loads;
含转换层高层建筑施工荷载仿真分析
2.
Emulation analysis is made on the high building by using space structure model possessing conversion layers under constructing loads and the calculation model is compared with the traditional method without considering the constructing process.
对考虑施工荷载作用设有转换层的高层建筑进行了结构仿真分析 ,计算结构模型采用空间形式 ,并与不考虑施工过程的传统整体算法进行对比分析 ,所得结论可为改进设计计算方法提供借鉴。
6) applied load
外施荷载
补充资料：施工企业技术组织措施计划(见施工企业技术)
施工企业技术组织措施计划(见施工企业技术)
technical and organize measurement plan in construction enterprise
施工企业技术组织措施杯茹”岑，~‘_:_，organize measurement plan in eonstruetionenterPrise)见施工企业技米管理基本制度。
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