Discussion on seismic verification of multi-storey masonry houses with shear walls
[1]WEI Xing,peak,LIU Lixin,et al.Discussion on seismic verification of multi-storey masonry houses with shear walls[J].Journal of Zhengzhou University (Engineering Science),1999,20(03):50-53.[doi:10.3969/j.issn.1671-6833.1999.03.017]
Copy
Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
20卷
Number of periods:
1999 No.03
Page number:
50-53
Column:
Public date:
1999-01-01
- Title:
- Discussion on seismic verification of multi-storey masonry houses with shear walls
- Keywords:
-
horizontal seismic loads; horizontal seismic shear; multi-storey masonry houses; Reinforced concrete shear walls
- CLC:
- -
- DOI:
- 10.3969/j.issn.1671-6833.1999.03.017
- Abstract:
-
A new structural system in which a certain number of reinforced concrete shear walls are set along the height of the house in the structural system of multi-storey masonry houses is proposed. The shear wall can improve the lateral force strength and ductility of masonry houses, and broaden the application range of masonry houses in seismic areas. Through theoretical derivation, the reference formula for seismic verification of this structural system is given, and corresponding design suggestions are proposed. The analysis results show that compared with ordinary masonry houses, masonry houses with reinforced concrete shear walls have better seismic performance and deformation ability.
- References:
- -
- Similar References:
Memo
-
Last Update:
1900-01-01