Experimental Study of Composed Wall with Site Laying Reinforcing Rib under the Effect of Vertical Load
Composed wall with site laying reinforcing rib is composed of reinforced concrete rib, girtstrip and filling brickwork. This kind of wall is energysaving, environmental-friendly and of good earthquake resistant performance. It is suitable to village building structure. In this paper, the load carrying capability and failure mode of this kind of composed wall under the effect of vertical load, the maximum bearing capacity of the wall and its influencing factors are mainly introduced.
composed wall village buildings mechanism of load carrying capacity experimental study
Sun Weidong
College of Civil Engineering, Changchun Institute of Technology Changchun, 130012, China
国际会议
三峡
英文
3181-3185
2012-05-18（万方平台首次上网日期，不代表论文的发表时间）