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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本文着重介绍所完成的第二批低配筋率构件的试验结果以及从中得出的主要规律。

This paper puts great emphasis on introducing the trial results and principal rules that are deduced from the test results of second set of specimens with low reinforcement rate.

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