荷载效应是指在建筑结构设计中，由荷载作用引起的结构或结构构件内产生的内力（如轴力，剪力，弯矩等）变形和裂缝等的总称。
Using nonlinear finite element method and automatic step incremental algorithm,the space geometric effect and load effect were researched for KT-type steel tubular joints with square chords and circular braces.
采用非线性有限元方法,应用自动步长增量法研究了主方支圆空间KT节点的空间几何效应和荷载效应。
参考来源 - 主方支圆空间KT形管节点空间效应和极限承载力研究The stress time history curves of steel rebar and concrete in two states were obtained though highway bridge load effect analysis. Stress range spectrum Δσ-ni was obtained by using rain-flow counting method.
通过公路桥梁荷载效应分析,得到了一般运行状态和密集运行状态下的应力时程曲线,利用雨流计数法建立公路桥梁应力幅谱Δσ-ni。
参考来源 - 用于疲劳可靠性分析的公路桥梁荷载效应研究·2,447,543篇论文数据，部分数据来源于NoteExpress
荷载效应包括速率效应和疲劳效应两部分。
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.
TR荷载组合规则被用来考虑荷载效应之间的关系。
The TR combination rule was used to consider the relation between load effects.
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