Author:
Chen Zhexian,He Wenfu,Yang Sen,Chang Cheng,Ji Min
Abstract
AbstractA new precast hollow insulation shear wall (PHISW) is proposed in this paper. To study the seismic behaviors of the new PHISW, two cast-in-place solid shear wall (CSW) specimens, two precast monolithic hollow insulated shear wall (PMW) specimens, and two precast hollow insulated shear wall (PSW) specimens with vertical seams were produced and subjected to low-cyclic reversed loadings. The seismic indices obtained from low-cyclic reversed tests include the failure pattern, hysteretic curves and energy dissipation. The experiment results indicate that flexural failure is the main failure mode of the specimens, but a noticeable difference is detected in the cracking distribution between the three types of shear walls. The bearing capacity of each characteristic point of PMW and PSW is comparable to that of CSW. The ductility coefficient of the newly proposed precast shear wall is slightly lower than that of CSW.
Reference14 articles.
1. Wang, Z., Pan, W., Zhang, Z.Q.: High-rise modular buildings with innovative precast concrete shear walls as a lateral force resisting system. Structures 26, 39–53 (2020)
2. Smith, B.J., Kurama, Y.C., McGinnis, M.J.: Behavior of precast concrete shear walls for seismic regions: comparison of hybrid and emulative specimens. J. Struct. Eng. 139, 1917–1927 (2013)
3. Michele, P., Tomaso, T.: Experimentally-validated modeling of thin RC sandwich walls subjected to seismic loads. Eng. Struct. 119, 95–109 (2016)
4. Salmon, D.C., Eiena, A., Tadros, M.K., Culp, T.D.: Full scale testing of precast concrete sandwich panels. ACI Struct. J. 94, 354–362 (1997)
5. Bush, T.D., Wu, Z.: Flexural analysis of prestressed concrete sandwich panels with truss connectors. PCI J. 43, 76–86 (1998)
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