本文论述了某高校食堂全现浇框架结构未设置伸缩缝，而采用UEA补偿收缩混凝土的设计方法。
This paper discusses the design method of adopting UEA compensation contraction concrete, without installing expansion joint in the entire cast-in-place framework of a college canteen.
本文论述了某高校食堂全现浇框架结构未设置伸缩缝，而采用UEA补偿收缩混凝土的设计方法。
This paper discusses the design method of adopting UEA compensation contraction concrete, without installing expansion joint in the entire cast-in-place framework of a college canteen.
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