State of the art of studies on precast concrete shear wall structures

被引：0
|
作者：
Xue W. [1 ]
Hu X. [1 ]
机构：
[1] Department of Structural Engineering, Tongji University, Shanghai
来源：
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2019年 / 40卷 / 02期
关键词：
Composite shear wall structure; Insulated sandwich shear wall structure; Precast concrete structure; Shear wall structure; Solid shear wall structure;
D O I：
10.14006/j.jzjgxb.2019.02.003
中图分类号：
学科分类号：
摘要：
The precast concrete shear wall structure is one of the most suitable structures for precast concrete high-rise residential buildings because of its large lateral stiffness, high bearing capacity and regular indoor space. According to the constructional detail of the wall panel, the precast concrete shear wall structure mainly includes three types, i.e. the solid shear wall structure, the composite shear wall structure and the insulated sandwich shear wall structure. Based on the systematic summary and analysis of relevant studies in China and abroad, the structural characteristics, mechanical properties and design methods of different types of precast concrete shear wall structures are clarified. On this basis, the domestic and foreign technical standards of precast concrete shear wall structures are introduced, and the future research direction of precast concrete shear wall structure is also prospected. © 2019, Editorial Office of Journal of Building Structures. All right reserved.
引用
收藏
页码：44 / 55
页数：11
相关论文
共 63 条
  • [1] Bachmann H., Steinle A., Precast Concrete Structures, (2011)
  • [2] Xue W., Wang D., Progress of precast concrete slab and wall systems, Industrial Construction, 32, 12, pp. 57-60, (2002)
  • [3] Xue W., Progress of studies and applications of precast concrete frame structure systems, Industrial Construction, 32, 11, pp. 47-50, (2002)
  • [4] Zhang W., Qian J., Chen K., Et al., Tests on seismic behavior of pre-cast shear walls with vertical distributed reinforcements spliced by a single row connecting rebars, Building Structure, 41, 2, pp. 12-16, (2011)
  • [5] Xue W., Li Z., Experimental investigations on precast concrete wall panels under hazard loads, pp. 129-161, (2014)
  • [6] Qian J., Han W., Zhao Z., Et al., Pseudo-dynamic substructure test on a 3-story full-scale model of prefabricated concrete shear wall structure with rebars splicing by grout sleeves, Journal of Building Structures, 38, 3, pp. 26-38, (2017)
  • [7] Qian J., Yang X., Qin H., Et al., Tests on seismic behavior of pre-cast shear walls with various methods of vertical reinforcement splicing, Journal of Building Structures, 32, 6, pp. 51-59, (2011)
  • [8] Qian J., Peng Y., Zhang J., Et al., Tests on seismic behavior of pre-cast shear walls with vertical reinforcements spliced by grout sleeves, Building Structure, 41, 2, pp. 1-6, (2011)
  • [9] Zhang W., Qian J., Yu J., Et al., Tests on seismic behavior of precast shear walls with cast-in-situ boundary elements and vertical distributed reinforcements spliced by a single row of steel bars, China Civil Engineering Journal, 45, 10, pp. 89-97, (2012)
  • [10] Xue W., Hu X., Niu P., Low reversed cyclic loading test of precast concrete shear walls under high axial compressive ratio, pp. 26-126, (2016)
1234567