由于材料本身性能和施工等方面的缘故,一般混凝土结构在使用荷载下都是带裂缝工作的。
Due to characteristics of concrete material and influence of other factors such as construction and service, concrete structure is usually used under service load with multiple-crack.
初步解决了高耸结构在风荷载作用下安全使用概率的计算问题。
The problem for calculating the probability of serviceability of towering structures subjected to wind loads is thus primarily solved.
介绍了受腐蚀钢筋混凝土受弯构件的性能、抗剪性能、以及在使用荷载作用下的性能和动力性能。
The text introduces performance of bending components, shear properties, as well as in the use of performance under load, and dynamic performance.
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