Shaking‐table tests on reinforced concrete frames with different isolation systems
Shaking‐table tests on reinforced concrete frames with different isolation systems
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DOI：
10.1002/eqe.642
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发表时间：
2007-04
影响因子：
4.5
通讯作者：
M. Dolce;D. Cardone;F. Ponzo
中科院分区：
文献类型：
--
作者：
M. Dolce;D. Cardone;F. Ponzo
隔震在保护结构和非结构元件免受损坏方面的有效性已经在一个广泛的振动台试验计划中进行了评估，该试验在四个相同的1/3.3比例的二维钢筋混凝土（R/C）框架上进行。考虑了四种不同的隔震系统，即：（i）橡胶基，（ii）钢基，（iii）形状记忆合金（SMA）基和（iv）混合，即基于SMA和钢构件的隔震系统。
The effectiveness of seismic isolation in protecting structural and non‐structural elements from damage has been assessed in an extensive programme of shaking‐table tests, carried out on four identical 1/3.3‐scale, two‐dimensional, reinforced concrete (R/C) frames. Four different isolation systems were considered, namely: (i) rubber‐based, (ii) steel‐based, (iii) shape memory alloy (SMA)‐based and (iv) hybrid, i.e. based on both SMA and steel components, isolation systems.