For seismic isolation design, this dissertation suggested that calculating the 1st mode response by uniform velocity spectrum and the rest mode mass response by uniform acceleration spectrum.
对于隔震设计,本文建议1阶模态的响应采用恒定的速度谱计算,其余的振型质量响应采用恒定的加速度谱进行计算。
参考来源 - 组合隔震与三维隔震（振）理论及试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The seismic isolation design for the railway simple supported beam bridge according to the results calculated by design codes intends safety.
梁体的峰值地震响应的规范计算值大都高于实际值，故按照规范值进行铁路简支梁桥的隔震设计偏于安全。
In our country few aqueducts use seismic isolation technology and research on theory of the seismic isolation design for aqueducts is also lack.
但国内隔震技术在渡槽上应用还很少，相关的隔震理论的研究也不多、不系统。
Seismic isolation design was used often in New Zealand, U. s. a and Japan etc, but seldom in China, especially in the Wenchuan earthquake devastated areas.
隔震设计在新西兰、美国和日本等国应用较多，但在我国，特别是汶川地震灾区，还比较少见。
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