References
[1] Kurama YC, Sritharan S, Fleischman RB, et al. Seismic-Resistant Precast Concrete Structures: State of the Art. Journal of Structural Engineering. 2018; 144(4).
[2] Wu M, Liu X, Liu H, et al. Seismic performance of precast short-leg shear wall using a grouting sleeve connection. Engineering Structures. 2020; 208.
[3] Xu G, Wang Z, Wu B, et al. Seismic performance of precast shear wall with sleeves connection based on experimental and numerical studies. Engineering Structures. 2017; 150:346-358.
[4] Seifi P, Henry RS, Ingham JM. In-plane cyclic testing of precast concrete wall panels with grouted metal duct base connections. Engineering Structures. 2019; 184:85-98.
[5] Yang J, Guo T, Wang W, et al. Experimental investigation on seismic behaviors of precast concrete shear walls with sleeve grouting defects. Advances in Structural Engineering. 2023; 26(2):258-271.
[6] Xiao Q, Guo Z, editors. Experimental Study on Seismic Behavior of Double-Wall Precast Concrete Shear Wall 2014.
[7] Xue WC, Li Y, Cai L, et al. Seismic Performance of Precast Concrete Composite Shear Walls with Multiple Boundary Elements. Journal of Earthquake and Tsunami. 2019; 13(3-4).
[8] Li J, Wang Y, Lu Z, et al. Shaking table test and numerical simulation of a superimposed reinforced concrete shear wall structure. Structural Design of Tall and Special Buildings. 2018; 27(2).
[9] Li J, Wang L, Lu Z, et al. Experimental study of L-shaped precast RC shear walls with middle cast-in-situ joint. Structural Design of Tall and Special Buildings. 2018; 27(6).
[10] Soudki KA, Rizkalla SH, Dalkiw RW. Horizontal connections for precast concrete shear walls subjected to cyclic deformations. 2 prestressed connections. PCI Journal. 1995; 40(5):82-96.
[11] Kurama Y, Pessiki S, Sause R, et al. Seismic behavior and design of unbonded post-tensioned precast concrete walls. PCI Journal. 1999; 44(3):72-89.
[12] Zhang X, Zhou G, Li S, et al. Experimental and numerical study on seismic behavior of prestressed concrete composite shear wall. Engineering Structures. 2022; 266.
[13] Soudki K, Rizkalla SH, LeBlanc B. Horizontal Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformations Part 1: Mild Steel Connections. PCI Journal. 1995; 40:78-96.
[14] ERTAS Onur, OZDEN Sevket, OZTURAN Turan. Ductile Connections in Precast Concrete Moment Resisting Frames. Pci Journal Prestressed Concrete Institute Journal. 2006; 51:66-76.
[15] Han Q, Wang D, Zhang Y, et al. Experimental investigation and simplified stiffness degradation model of precast concrete shear wall with steel connectors. Engineering Structures. 2020; 220.
[16] Sun J, Qiu H, Jiang H. Experimental study and associated mechanism analysis of horizontal bolted connections involved in a precast concrete shear wall system. Structural Concrete. 2019; 20(1):282-295.