Dynamic behavior of bridge pier with elastomeric bearings under earthquake effects for different soil layers and support conditions

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作者：
Deprem etkisindeki elastomer mesnetli köprü ayaǧinim farkli Zemin ve Mesnet koşullarinda dinamik davranişi
机构：
[1] Saritaş, Fevzi
[2] Hasgür, Zeki
来源：
| 1600年 / Turkish Chamber of Civil Engineers卷 / 25期
关键词：
Soils - Bridge piers - Frequency domain analysis - Stochastic systems - Piers - Probability distributions - Earthquakes - Power spectrum - Time domain analysis;
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