Experimental study on precast concrete shear walls with different hollow slabs

被引：0

作者：

School of Civil Engineering, Yantai University, Yantai ^{[1
]}

264005, China

机构：

[1] School of Civil Engineering, Yantai University, Yantai

来源：

Open Civ. Eng. J. | / 1卷 / 166-171期

关键词：

Compressive capacity; Details; Hollow slab; Mechanical behavior; Precast concrete structure; Shear wall;

D O I：

10.2174/1874149501408010166

中图分类号：

学科分类号：

摘要：

To study mechanical behaviors of shear walls built with precast two-way hollow slabs, two shear walls with different details of hollow slabs were quasi-statically tested under low cyclic loading. The failure mode was analyzed, which vertical macro-cracks appeared on walls due to the details of hollow slabs. Brittle shear failure can be avoided in terms of the failure behaviors evolved from integral wall to the combination of wall and columns. Test results also show that that dimension of transverse holes can affect compressive capacity of the walls when it is larger than that of longitudinal holes in the hollow slab. © Zhao et al.; Licensee Bentham Open.

引用

页码：166 / 171

页数：5

共 5 条

[1]

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[2]

Wang D., Lv X., Progress of study on seismic performance of precast concrete shear wall systems, Struct. Eng., 26, 6, pp. 128-135, (2010)

[3]

Chu M., Liu J., Cui H., Hou J., Zhou Y., Yin Y., Zhao Q., Experimental study on seismic behaviors of assembled monolithic concrete shear walls built with precast two-way hollow slabs with various details, J. Build. Struct., 35, 1, pp. 93-102, (2014)

[4]

Chu M., Liu J., Cui H., Hou J., Zhou Y., Zhang Z., Experimental study on shear behaviors of assembled monolithic concrete shear walls built with precast two-way hollow slabs, Eng. Mech., 30, 7, pp. 219-229, (2013)

[5]

Code for design of concrete structures GB50010-2010, (2010)

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