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Citation: Yuan Bo, Xu Qigong. Discussion on Calculation Method for Cast-in-situ Concrete Hollow Floor. Journal of Information Technologyin Civil Engineering and Architecture, 2013, 5(4): 64-70.

2013, 5(4): 64-70.

Discussion on Calculation Method for Cast-in-situ Concrete Hollow Floor

1. 

Shenzhen Tianhua Architectural Design Co., Ltd., Shenzhen 518000, China

2. 

Guangdong Provincial Academy of Building Research, Guangzhou 510502, China

Web Publishing Date: 2013-08-01

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现浇混凝土空心楼盖结构设计规程[S]. CECS 175: 2004.

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何小银.现浇混凝土空心无梁楼盖结构计算的实用方法[J].四川建筑, 2007. 

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张华刚, 马克俭.现浇混凝土空心楼盖的设计与应用[J].贵州工业大学学报, 37(4). 

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张阿粒.薄壁箱体现浇砼空腹板楼盖结构的理论分析[M].长沙:湖南大学, 2004.

[5]

GBJ130: 1990钢筋混凝土升板结构技术规范.

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刘群, 杨进春.大跨度空间密肋楼盖设计计算的拟板解法.建筑科学, 199(6):30-34. 

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ACI-ASCE Committee 352. Recommendations for design of slab-column connections in monolithic reinforced concrete structures.ACI Structural Journal, 1988, 85(6). 

[8]

Robert Park.Ultimate Strength Of Rectangular Concrete Slabs Under Short-Term Uniform Loading With Edges Restrained Against Lateral Movement.Proceedings of the Institution of Civil Engineers, 1964, 28(1):60-65. 

[9]

Fertigteil-Vertrieb Gmbh, Mannheim. B-Z Reinforced Concrete Cellular Plate for One-Way and Two-Way Stress Directions for High Loads and Large Spans.Engineering Design Brochure, 1965, 35(8):351-354. 

[10]

Martina Schnellenbach-Held, Karsten Pfeffer. Punching behavior of biaxial hollow slabs. Cement&Concrete Composites, 2002, 24(6):551-556. 

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Discussion on Calculation Method for Cast-in-situ Concrete Hollow Floor

Yuan Bo, Xu Qigong

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