货架结构应按上列荷载效应的最不利组合设计。
Shelf load structure shall be above the most adverse effect of combination of the design.
最后，根据大坝可能出现的最不利荷载组合条件，计算了大坝可能出现的最大和最小位移，以利大坝安全监测。
Uader unfavourable combination of loads, the maximum and minimum displacements of the dam are calculated for the sake of safety monitoring.
采用 板壳单元和梁单元建立了索 梁锚固结构的有限元模型，对索 梁锚固区在最不利荷载 组合作用下的受力性能进行了研究；
The finite element model with shell element and beam element was established, the mechanical behavior of anchorage zone under the most unfavorable load was analyzed.
环梁设计采用了预应力等效荷载和重力、风、温度、地震多种荷载组合下的最不利内力。
The maximum forces due to combinations which include the prestressed equivalent load, gravity load, temperature action, earthquake action etc are applied to ring beams design.
环梁设计采用了预应力等效荷载和重力、风、温度、地震多种荷载组合下的最不利内力。
The maximum forces due to combinations which include the prestressed equivalent load, gravity load, temperature action, earthquake action etc are applied to ring beams design.
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