construction load

基本解释

The spatial steel frame bearing construction loads and directly hanging formwork must be calculated by two stage design method recommended in this paper.
当需要采用空间钢构架承受施工荷载、直接悬挂模板时，应按本文建议的施工和使用两个受力阶段进行设计计算。
The unsymmetrical construction loads is dangerous to the stability of long-span prestressed concrete rigid-frame bridge during cantilever construction phase.
非对称形式的施工荷载对悬臂施工阶段大跨径预应力混凝土刚构桥的稳定性更为不利。
The finite difference method is used to create the basic equation of one dimensional consolidation of layered ground considering construction loads.
采用变空间步长的有限差分法，求解了多层地基考虑施工期加荷过程的一维固结问题。

施工荷载
Different kinds of construction loads are summarized. Based on the rational hypothesis,the early stage bearing capacity of beam,slab and column is researched.
总结归纳了施工荷载的主要种类,针对梁、板、柱三类主要受力构件的早期承载力性能在进行合理假设基础上进行研究。