Citation: | Pang Rui, Liang Shuting, Zhu Xiaojun, Wu Chuanchuan, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE PLANE SHEAR MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 79-83. doi: 10.13204/j.gyjz201106017 |
[2] Yee A A. Structural and Economic Benefits of Precast /?Prestressed Concrete Construction [J]. PCI Journal,2001,46(3):34-42.
|
Yee A A. Social and Environmental Benefits of Precast Concrete?Technology [J]. PCI Journal,2001,46(3):14-19.
|
[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.
|
[8] 庞瑞,梁书亭,朱筱俊.新型全预制装配式 RC 楼盖平面内力学特征研究[J].特种结构,2010,27(1):30-35.
|
[9] 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.
|