Yee A A. Social and Environmental Benefits of Precast Concrete?Technology [J]. PCI Journal,2001,46(3):14-19.
[2]
Yee A A. Structural and Economic Benefits of Precast /?Prestressed Concrete Construction [J]. PCI Journal,2001,46(3):34-42.
[3]
PCI Industry Handbook Committee. PCI Design Handbook:?Precast and Prestressed Concrete [S].6thed. Chicago: PCI,2004.
[4]
Cao L, Naito C . Design of Precast Diaphragm Chord Connections?for In-Plane Tension Demands[J]. ASCE, Journal of Structural?Engineers,2007,133(11):1627-1635.
[5]
Cao L, Naito C . Precast Concrete Double-tee Connections, part 2: Shear Behavior[J]. PCI Journal,2009(2):97-115.
[6]
Pincheira J A, Oliva M G, W Zheng. Behavior of Double-Tee?Flange Connectors Subjected to In-Plane Monotonic and Reversed?Cyclic Loads[J]. PCI Journal,2005(6):2-24.
[7]
庞瑞,梁书亭,朱筱俊.预制混凝土双 T 板楼盖应用与研究综述[J].工业建筑,2011,41(3):121-126.
American Concrete Institute (ACI) Committee 318. Building?Code Requirements for Structural Concrete (ACI318-05) and?Commentary[S]. Farmington Hills, MI: ACI.2005
[10]
孟瑶,梁书亭,朱筱俊,等.预制装配式双 T 板楼盖翼缘连接件抗剪承载力分析[J].建筑技术,2010,40(S1):213-217.
[11]
Martin L D, Perry C J. PCI Design Handbook: Precast and?Prestressed Concrete[M].6thed. PCI:2004.
[12]
Zheng W, Oliva M O. A Practical Method to Estimate Elastic?Deformation of Precast Pretopped Double-Tee Diaphragms[J]. PCI Journal,2005,50(2):44-45.
