使用荷载 meaning in Chinese
accepted load
occupancy load
service load
serviceload
Examples
- In addition , the different yield strength and deformation resulting from the different initial stress were discussed
另外，本文还分析了不同的预应力水平对构件的使用荷载以及变形能力的影响。 - Under the influence of natural environment and working load , the concrete constructions have to be maintained and reinforced continuously . therefore , there is a broad market for maintaining and reinforcing concrete construction
在自然环境和使用荷载的作用下,不断有混凝土结构需要维修加固,因此,混凝土结构维修加固业拥有广阔的市场。 - Secondly , through the examination and observation of the structural model of the cast - in - place pre - stressed compound floor slab system , under the normal usage load , the normal usage limit - state and the failing load , we have validated the space working - feature of the structural model under variable loads , including the rigidity , the crack , failing - state , failing load and the stress variation of the pre - stressed bar , and so on
其次，通过对该体系的结构模型在正常使用荷载、正常使用极限状态和破坏状态下的试验研究，验证了现浇预应力复合楼盖体系模型结构在各种荷载作用下的空间工作性能，包括刚度、裂缝、破坏形态、极限承载力及预应力筋的应力变化状态等。 - ( 2 ) base on the crack width mode , separately establish formula of the bendingcurvature 、 crack height 、 the distance between crack , and compost the formula of thecrack width . and put the experiment data of others literature into the formula , thecalculated result also show good agreement with the experiment data
( 2 )在上述模式的基础上,分别建立使用荷载下曲率计算、裂缝高度取值及裂缝间距计算的公式,由此形成最终裂缝宽度计算公式,该公式概念清楚、计算简单,并引用其他文献的试验数据代入公式,计算结果与试验数据吻合较好。 - The test results indicated that : crack similitude of reinforced concrete simple beams is not equal to model scale under the working load ; when the amount and surface shape of reinforcing bar are same , the similitude of crack width , crack amount and crack spacing of reinforced concrete simple beams of different scales are all nearly equal to the square root of model scale ; when the amount and surface shape of reinforcing bar are different , the similitude of crack amount and crack spacing are still nearly equal to , whereas the crack width is not only approximately proportional to , but the influence of the amount and surface shape of reinforcing bar on crack width should be considered also at the same time
试验结果表明：在使用荷载下，钢筋混凝土简支梁的裂缝相似率并不等于几何相似比；当钢筋根数及形式相同时，不同模型比尺下的钢筋混凝土简支梁的裂缝宽度、裂缝条数及裂缝间距的相似率，均约等于模型几何相似比的平方根；当钢筋根数及形式不同时，裂缝条数及裂缝间距的相似率仍然约等于，而裂缝宽度的相似率近似与成正比，但应同时考虑钢筋根数与钢筋表面形状对裂缝宽度相似率的影响。