Serviceability research of ultra-high performance concrete beams reinforced with high strength steel bars

被引：0
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作者：
Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing [1 ]
100124, China
不详 [2 ]
100024, China
不详 [3 ]
063016, China
机构：
来源：
Harbin Gongcheng Daxue Xuebao | / 10卷 / 1335-1340期
关键词：
Engineering Village;
D O I：
暂无
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学科分类号：
摘要：
Calculation formula - Concrete beam - Crack moments - Flexural properties - Plastic coefficients - Serviceability - Short-time stiffness - Ultra high performance concretes (UHPC)
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