对工程中应用较多的无配筋多层砌体提出了可行的实用简化计算方法。
This paper offers an available practical shortcu calculation method for non-reinforcing bars multiple construction applied in engineering.
通过组合配筋砖砌体墙片与无筋砖砌体墙片的低周反复加载试验对比，研究了组合配筋砖砌体墙片的抗震性能。
Through the comparison of the test results of reinforced masonry and non-reinforced masonry under low frequency cyclic loading, the seismic behavior of the reinforced masonry was studied.
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