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钢板混凝土模块平面外抗弯设计研究

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摘要 文中针对目前核电厂钢板混凝土结构的设计规范,以国内外钢板混凝土结构试验为基础,对比分析了几种钢板混凝土受弯承载力计算模型,对我国核电厂钢板混凝土结构设计的实际操作提出了建议。指出ACI349规范在目前的钢板混凝土结构平面外抗弯承载力设计中具有一定的保守性。
作者 褚濛 宋晓冰
出处 《低温建筑技术》 2015年第7期30-32,共3页 Low Temperature Architecture Technology
基金 上海市科学技术委员会的资助 资助课题编号为13DZ2250200
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参考文献9

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