Dynamic response limit of high-speed railway bridge under earthquake considering running safety performance of train

Due to the wide railway network and different characteristics of many earthquake zones in China, considering the running safety performance of trains (RSPT) in the design of high-speed railway bridge structures is very necessary. In this study, in order to provide the seismic design and evaluation m...

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Vydáno v:	Journal of Central South University Ročník 28; číslo 3; s. 968 - 980
Hlavní autoři:	Liu, Xiang, Jiang, Li-zhong, Xiang, Ping, Lai, Zhi-peng, Feng, Yu-lin, Cao, Shan-shan
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Changsha Central South University 01.03.2021 Springer Nature B.V
Témata:	Bridges Coefficient of variation Derailments Dynamic response Earthquakes Engineering Ground motion High speed rail Mathematical analysis Metallic Materials Rail transportation Railway bridges Safety Seismic design Seismic response 指标限值 high-speed railway bridge 行车安全高速铁路桥梁抗震设计 seismic design running safety performance measure limit
ISSN:	2095-2899, 2227-5223
On-line přístup:	Získat plný text
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