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	Simplified elastic design method using equivalent span ratio for two-way concrete composite slabs with precast ribbed panels
	Huang, Hailin; Li, Jinhua; Zeng, Chuijun; Zhu, Mingqiao; Zhang, Mingliang
刊名	Structural Concrete
	2018
ISSN号	1464-4177;1751-7648
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/5463793
专题	湖南大学
作者单位	1.Hunan University of Science and Technology, College of Civil Engineering & Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control, Xiangtan, China 2.Hunan University of Science and Technology, College of Civil Engin
推荐引用方式 GB/T 7714	Huang, Hailin,Li, Jinhua,Zeng, Chuijun,et al. Simplified elastic design method using equivalent span ratio for two-way concrete composite slabs with precast ribbed panels[J]. Structural Concrete,2018.
APA	Huang, Hailin,Li, Jinhua,Zeng, Chuijun,Zhu, Mingqiao,&Zhang, Mingliang.(2018).Simplified elastic design method using equivalent span ratio for two-way concrete composite slabs with precast ribbed panels.Structural Concrete.
MLA	Huang, Hailin,et al."Simplified elastic design method using equivalent span ratio for two-way concrete composite slabs with precast ribbed panels".Structural Concrete (2018).

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