Seismic and Collapse Resistant Capacity of New Light Quality Concrete Bearing Masonry

Abstract:

Abstract: Based on the experimental investigation of quasi-static test of 5 AAC block walls and 1 clay brick wall, the hysteretic behaviors were analyzed on the basis of the experiments. The collapse resistant capacity of walls which were used two different materials was compared. It was shown that the seismic and collapse resistant capacity of autoclaved aerated concrete was improved obviously and reached the level of clay brick wall basically, which was added constructional middle column.

• Periodical: Advanced Materials Research (Volumes 671-674)
• Pages: 1429-1434
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.671-674.1429
• Online since: March 2013
• Authors: Jing Hai Yu, Hong Mao Xu, Ning Ning Yu
• Keywords: Autoclaved Aerated Concrete (AAC), Collapse Resistant Capacity, Constructional Column, Seismic Resistant Capacity

References

[1] Zi-xiong GUO, Xi-lin LV, Yan-yong WANG, the discussion of the building elastic-plastic deformation calculation under rare earthquake[J], Engineering Seismic, 1999, 1, 13-18 [In Chinese].

[2] Jian-guo LIANG, Hua ZHAN. The seismic performance test research of KP1 type sintering shale fly ash porous brick wall[J], Architectural Structure, 2001, 34(9), 49-52 [In Chinese].

[3] Cai-yuan CHENG, Bo-long ZHU, Xiao-min WANG, The seismic performance research of maim brick wall with construction column, Sichuan Building Science, 1989, 4, 2-6 [In Chinese].

[4] Qing-xuan SHI, Wen-zong YI, Tentative studies on the aseismic behavior and investigation of collapse resistant capacity of porous masonry walls, Schoo l o f Civil Eng . , Xi'an Univ . of Ar ch. & T ech. 2000, 3, 271-275 [In Chinese].