Isolation layer is required to locate on the base or basement of building. However, this is unsuitable for the aseismic structures with multi-towers on a great platform and seismic retrofitting of existing construction.
在现有规范中，隔震层位置均要求设置在基础或结构首层以下位置，这对大平台上建多塔楼类结构和原有建筑抗震加固是不适宜的。
参考来源 - 加层减震结构的理论分析与振动台试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The shaking table experiment of seismic retrofitting of earthquake damaged RC frame shear wall structure using MRD is implemented.
利用MRD对一有损伤钢筋混凝土框-剪偏心结构进行抗震加固，并进行振动台试验。
The elastic-plastic time history analysis on seismic retrofitting of the energy dissipation structures is researched, mainly solved following several problems: Definite structure vibration model;
对用于抗震加固的消能减震结构进行了弹塑性时程分析研究，主要解决以下几个问题：确定结构的振动模型；
Consequently, it is quite meaningful to study the seismic resistance performance and retrofitting for reducing bridge damages and losses.
因此研究桥梁短柱的抗震性能以及抗震加固性能对于减少桥梁破坏和损失具有重要的意义。
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