Test researches on three forms of restraint masonry works of small blocks show that it has a good seismic resistance, worthy of research and spread.

对三类不同开孔形式的小砌块约束砌体进行的试验研究，结果表明小砌块约束开孔砌体具有良好的抗震性能，值得研究推广。

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The research results can serve as a theoretical basis for further calculation analysis and quantitative design on seismic collapse resistance of reinforced concrete structures.

研究成果为钢筋混凝土结构抗地震倒塌的定量设计及计算分析提供了理论依据。

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In such case, the corresponding purposeful Suggestions are given for future research and design of the seismic resistance of the Bridges.

在此基础上，对今后的桥梁抗震设计及技术研究提出有针对性的建议。

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