根据抗震概念设计原则，一般不需要计算而对结构和非结构各部分必须采取的各种细部要求。
最后建议了剪力墙的抗震构造措施。
In the end, seismic design Suggestions for shear wall with concealed is presented.
提出了构造柱墙体的承载能力计算公式及合理的抗震构造措施。
Formulas to calculate load capacity of brick walls with R. C. tie columns and some feasible aseismic measures for strengthening are suggested.
设计地震7度时冷却塔一般可以不作抗震验算仅采取抗震构造措施。
The seismic load must not be computed in zone 7, but seismic fortification measures must be adopted.
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