References:
1. Casotto, C., Silva, V., Crowley, H., et al. "Seismic fragility of Italian RC precast industrial structures", Eng. Struct., 94, pp. 122-136 (2015).
2. Singhal, S., Chourasia, A., Chellappa, S., et al. "Precast reinforced concrete shear walls: State of the art review", Struct. Concr., 20(3), pp. 886-898 (2019).
3. Fathi, M. and Parvizi, M. "Experimental and numerical study on proposed T-form semi-precast momentresisting concrete connections", Sci. Iran., 28(1), pp. 85-95 (2019).
4. Fathi, M., Parvizi, M., Karimi, J., et al. "Experimental and numerical study of a proposed moment-resisting connection for precast concrete frames", Sci. Iran., 25(4), pp. 1977-1986 (2018).
5. Fan, J.J., Wu, G., Feng, D.C., et al. "Seismic performance of a novel self-sustaining beam-column connection for precast concrete moment-resisting frames", Eng. Struct., 222, p. 111096 (2020).
6. Chourasia, A., Kajale, Y., Singhal, S., et al. "Seismic performance assessment of two-storey precast reinforced concrete building", Struct. Concr., 21(5), pp. 2011-2027 (2020).
7. Ashok, M.K., Thangam, J.S., and Govindharajan, V. "Experimental investigation of precast horizontal wall panel connection using reinforcement by push off test", Int. J. Sci. Res. Dev., 4(3), pp. 2321-0613 (2016).
8. Pramodh, R., Shripriyadharshini, V., and Vidjeapriya, R. "Shear behavior of horizontal joints between precast panels", Asian J. Civ. Eng., 19(6), pp. 651-662 (2018).
9. El-desoqi, M., Ehab, M., and Salem, H. "Progressive collapse assessment of precast reinforced concrete beams using applied element method", Case Stud. Constr. Mater., 13, p. e00456 (2020).
10. Chourasia, A. and Gupta, S. "Influential parameters for headed bars in RC beam-column joint", Curr. Sci., 116(10), pp. 1666-1673 (2019).
11. Singhal, S., Chourasia, A., and Parashar, J. "Anchorage behaviour of headed bars as connection system for precast reinforced concrete structural components", Structures, 27, pp. 1405-1418 (2020).
12. Sritharan, S., Aaleti, S., Henry, R.S., et al. "Precast concrete wall with end columns (PreWEC) for earthquake resistant design", Earthquake Eng. Struct. Dyn., 44(12), pp. 2075-2092 (2015).
13. Brunesi, E., Peloso, S., Pinho, R., et al. "Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure", Bull. Earthquake Eng., 16(10), pp. 4761-4796 (2018).
14. Vaghei, R., Hejazi, F., Firoozi, A.A., et al. "Performance of loop connection in precast concrete walls subjected to lateral loads", Int. J. Civ. Eng., 17(3), pp. 397-426 (2019).
15. Joergensen, H.B. and Hoang, L.C. "Tests and limit analysis of loop connections between precast concrete elements loaded in tension", Eng. Struct., 52, pp. 558- 569 (2013).
16. Jrgensen, H.B. and Hoang, L.C. "Strength of loop connections between precast bridge decks loaded in combined tension and bending", Struct. Eng. Int., 25(1), pp. 71-80 (2015).
17. Rossley, N., Aziz, A.A., Chew, H., et al. "Behaviour of vertical loop bar connection in precast wall subjected to shear load", Aus. J. Basic Appl. Sci., 8(1), pp. 370- 380 (2014).
18. Araujo, D., Curado, M.C., and Rodrigues, P.F. "Loop connection with fibre-reinforced precast concrete components in tension", Eng. Struct., 72, pp. 140-151 (2014).
19. Srensen, J.H., Hoang, L.C., Olesen, J.F., et al. "Tensile capacity of loop connections grouted with concrete or mortar", Mag. Concr. Res., 69(17), pp. 892-904 (2017).
20. Biswal, A., Prasad, A.M., and Sengupta, A.K. "Study of shear behavior of grouted vertical joints between precast concrete wall panels under direct shear loading", Struct. Concr., 20(2), pp. 564-582 (2019).
21. Jgensen, H.B., Bryndom, T., Larsen, M., et al. "Load carrying capacity of shear wall t-connections reinforced with high strength wire ropes", Fib Symposium: Performance-Based Approaches for Concrete Structures, Cape Town, South Africa (2016).
22. Peng, Y.Y., Qian, J.R., and Wang, Y.H. "Cyclic performance of precast concrete shear walls with a mortar-sleeve connection for longitudinal steel bars", Mater. Struct., 49(6), pp. 2455-2469 (2016).
23. Qiong, Y., Kun, X., Zhiyuan, X., et al. "Seismic behavior of precast shear walls with vertical reinforcements overlap grouted in constraint sleeve", Revista Tecnica de la Facultad de Ingenieria Universidad del Zulia, 39, pp. 207-217 (2016).
24. Li, J., Wang, Y., Lu, Z., et al. "Experimental study and numerical simulation of a laminated reinforced concrete shear wall with a vertical seam", Appl. Sci., 7(6), pp. 1-19 (2017).
25. Sun, J., Qiu, H., and Jiang, H. "Experimental study and associated mechanism analysis of horizontal bolted connections involved in a precast concrete shear wall system", Struct. Concr., 20(1), pp. 282-295 (2019).
26. Wang, W., Li, A., and Wang, X. "Seismic performance of precast concrete shear wall structure with improved assembly horizontal wall connections", Bull. Earthquake Eng., 16(9), pp. 4133-4158 (2018).
27. Guo, W., Zhai, Z., Cui, Y., et al. "Seismic performance assessment of low-rise precast wall panel structure with bolt connections", Eng. Struct., 181, pp. 562-578 (2019).
28. Li, X., Kurama, Y.C., and Wu, G. "Experimental and numerical study of precast posttensioned walls with yielding-based and friction-based energy dissipation", Eng. Struct., 212, pp. 1-19 (2020).
29. British Standard, Structural Use of Concrete-Part 1. Code of Practie for Design and Construction, B.S. 8110, London, UK (1997).
30. DIN, Concrete and Reinforced Concrete Structures, Design and Construction, DIN 1045, Berlin, Germany (1978).
31. Basler and Witta, Basics of Structural Connections in Prefabrication, Wildegg, Switzerland (1966).
32. Nielsen, M.P. and Hoang, L.C. Limit Analysis and Concrete Plasticity, Florida, USA: CRC Press (2016).
33. CEN (European Committee for Standardization), Design of Concrete Structures-Part 1-1, Eurocode 2, Brussels, Belgium: CEN (2004).
34. Li, X.X.L. "Parametric study on numerical simulation of missile punching test using concrete damaged plasticity (CDP) model", Int. J. of Impact Eng., 144, p. 103652 (2020).
35. Raza, A. and Ahmad, A. "Numerical investigation of load-carrying capacity of GFRP-reinforced rectangular concrete members using CDP model in ABAQUS", Adv. Civ. Eng., 2019, pp. 1-21 (2019).
36. Lubliner, J., Oliver, J., Oller, S., et al. "A plasticdamage model for concrete", Int. J. Solids Struct., 25(3), pp. 229-326 (1989).
37. Mander, J.B., Priestley, M.J., and Park, R. "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), pp. 1804-1826 (1988).
38. Nayal, R. and Rasheed, H.A. "Tension stiffening model for concrete beams reinforced with steel and FRP bars", J. Mater. Civ. Eng., 18(6), pp. 831-841 (2006).