Experimental investigation on the mechanical behaviour of a new superimposed RC exterior basement wall with socket base

References

• Canha, R. M. F., de Borja Jaguaribe, K., de Cresce El, A. L. H., & El Debs, M. K. (2009a). Analysis of the behavior of transverse walls of socket base connections. Engineering Structures, 31(3), 788–798.10.1016/j.engstruct.2008.11.008
   Web of Science ®Google Scholar
• Canha, R. M. F., Ebeling, E. B., El Debs, A. L. H. C., & El Debs, M. K. (2009b). Analysing the base of precast column in socket foundations with smooth interfaces. Materials and Structures, 42, 725–737.10.1617/s11527-008-9416-4
   Web of Science ®Google Scholar
• Canha, R. M. F., El Debs, A. L. H. C., & El Debs, M. K. (2007). Design model for socket base connections adjusted form experimental results. Structural Concrete, 8(1), 3–10.10.1680/stco.2007.8.1.3
   Google Scholar
• Chong, X., Xie, L. L., Ye, X. G., Jiang, Q., & Wang, D. C. (2016). Experimental study and numerical model calibration of full-scale superimposed reinforced concrete walls with I-shaped cross sections. Advances in Structural Engineering, 19(12), 1902–1916.10.1177/1369433216649392
   Web of Science ®Google Scholar
• Chong, X., Xie, L. L., Ye, X. G., Jiang, Q., & Wang, D. C. (2017). Experimental study on the seismic performance of superimposed RC shear walls with enhanced horizontal joints. Journal of Earthquake Engineering. doi:10.1080/13632469.2017.1309604
   Web of Science ®Google Scholar
• Chu, M. J., Liu, J. L., & Sun, Z. J. (2017). Experimental study on mechanical behaviors of new shear walls built with precast concrete hollow moulds. European Journal of Environmental and Civil Engineering. doi:10.1080/19648189.2017.1349692
   Web of Science ®Google Scholar
• DIN 1045-1. (2008). Plain, Reinforced and prestressed concrete structures. Berlin: Deutsches Institut fur Normunge. V 2008.
   Google Scholar
• Germano, F., Tiberti, G., Plizzari, G., & Colombo, A. (2015). Experimental behavior of precast HSFRC columns in steel socket foundation under cyclic loads. Engineering Structures, 102, 230–248.10.1016/j.engstruct.2015.07.052
   Web of Science ®Google Scholar
• Holden, T., Restrepo, J., & Mander, J. B. (2003). Seismic performance of precast reinforced and prestressed concrete walls. Journal of Structural Engineering, 129(3), 286–296.10.1061/(ASCE)0733-9445(2003)129:3(286)
   Web of Science ®Google Scholar
• JGJ/T 101–2015. (2015). Specificating for seismic test of buildings. Beijing: Ministry of housing and urban-rural development of the people's republic of China (MOHURD).
   Google Scholar
• Li, J. B., Wang, Y., Lu, Z., & Li, J. Z. (2017). Experimental study and numerical simulation of a laminated reinforced concrete shear wall with a vertical seam. Applied Science, 7(6), 629. doi:10.3390/app7060629
   Google Scholar
• Magliulo, G., Ercolino, M., Petrone, C., Coppola, O., & Manfredi, G. (2014). The Emilia earthquake: Seismic performance of precast reinforced concrete buildings. Earthquake Spectra, 30(2), 891–912.10.1193/091012EQS285M
   Web of Science ®Google Scholar
• Metelli, G., Bettini, N., & Plizzari, G. (2011). Experimental and numerical studies on the behaviour of concrete sandwich panels. European Journal of Environmental and Civil Engineering, 15(10), 1465–1481.10.1080/19648189.2011.9723354
   Web of Science ®Google Scholar
• GB50010-2010. (2010). Code for design of concrete structures. Beijing: Ministry of housing and urban-rural development of the people’s republic of China (MOHURD).
   Google Scholar
• Osanai, Y., Watanabe, F., & Okamoto, S. (1996). Stress transfer mechanism of socket base connections with precast concrete columns. ACI Structural Journal, 93(3), 266–276.
   Web of Science ®Google Scholar
• Pampanin, S. (2005). Emerging solutions for high seismic performance of precast/prestressed concrete buildings. Journal of Advanced Concrete Technology, 3(2), 207–223.10.3151/jact.3.207
   Google Scholar
• Park, R. (2002). Seismic design and construction of precast concrete buildings in New Zeland. PCI Journal, 47(5), 60–75.10.15554/pcij
   Web of Science ®Google Scholar
• Pul, S., Husem, M., Arslan, M. E., & Hamzacebi, S. (2014). An experimental study on different socket base connections under cyclic loading. Computers and Concrete, 13(3), 377–387.10.12989/cac.2014.13.3.377
   Web of Science ®Google Scholar
• Smith, B. J., Kurama, Y. C., & McGinnis, M. J. (2013). Behavior of precast concrete shear walls for seismic regions: Comparison of hybrid and emulative specimens. Journal of Structural Engineering, 139(11), 1917–1927.10.1061/(ASCE)ST.1943-541X.0000755
   Web of Science ®Google Scholar
• Tullini, N., & Minghini, F. (2016). Grouted sleeve connections used in precast reinforced concrete construction: Experimental investigation of a column-to-column joint. Engineering Structures, 127, 784–803.10.1016/j.engstruct.2016.09.021
   Web of Science ®Google Scholar
• Wang, Z. J., Liu, W. Q., & Ye, Y. H. (2012). Experimental study on seismic behavior of reinforced concrete composite shear wall with level splice. Journal of Building Structures, 33(7), 147–155. ( In Chinese).
   Google Scholar
• Willert, O., & Kesser, E. (1983). Foundations for bottom-end fixed precast concrete columns. BFT Internat, 49(3), 137–142.
   Google Scholar
• Xiao, Q. D., Guo, Z. X., & Zhang, Z. Y. (2015). Behavior of double-wall precast concrete shear wall under low-cyclic reversed loading test. Advanced Materials Research, 1079–1080, 354–358.
   Google Scholar