The block masonry composite wall system has good performance of earthquake resistance due to mutual confining action between the concrete and block.
砌块组合墙体系采用封底砌块作为主要墙体材料，周边和内部设置钢筋混凝土约束梁柱的一种新型承重墙体单元。
The result indicated that the elasticity coefficient is big to the bricks and stones ancient tower structure's earthquake resistance performance influence.
结果表明：弹性模量对砖石古塔结构的抗震性能影响较大。
Through the above analysis, the objective of the double ductility performance design of the earthquake-resistance security and the overall stability security was realized.
通过上述系列分析研究，实现了抗震安全及整体稳定安全的双重延性性能化设计目标。
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