1) earthquake in Kobe
1995日本阪神地震
2) Han Shin earthquake in Japan
日本阪神地震
1.
Classifying and summarizing the characteristics of disaster damage of subway station,subway excavation with cut-and-cover method and shield tunnel,the article makes preliminary analysis of the reason of instability by unifying the seismic damage performance of the Kobe subway in the great Han Shin earthquake in Japan.
根据日本阪神地震中神户地铁的震害特征,对地铁车站、铁道区间隧道、明挖隧道和盾构隧道的震害特点进行了分类,并对其失稳原因进行了分析。
3) Kobe earthquake
阪神地震
1.
Numerical simulation and analysis of earthquake damages of Dakai metro station caused by Kobe earthquake;
阪神地震中大开地铁车站震害机制数值仿真分析
2.
The revisions of seismic design specifications for highways after Kobe earthquake in 1995 were introduced especially, for the purpose of providing references and comparative materials to Chinese researchers and engineers in bridge engineering.
简述了 1995年阪神大地震后日本桥梁抗震工程领域的主要研究动向及热点课题 ,并介绍了日本桥梁抗震设计规范的变迁及阪神地震后规范的改订情况 ,旨在帮助读者对日本该研究领域有一个概括性的了解 ,为国内的桥梁抗震研究和规范的编制改订工作提供参考和比较材料 ,并希望能以此促进中日两国抗震工程研究领域的相互了解与交
4) Osaka-Kobe earthquake
阪神地震
1.
Some statistic data of the disaster caused by Osaka-Kobe earthquake;
日本阪神地震灾害的一些调查统计数据
2.
It allows us to relate the results with Osaka-Kobe earthquake in Japan in January 17th, 1995.
利用对异常的处理结果说明日本阪神地震的形成原因。
5) Osaka Kobe earthquake
阪神地震
1.
Development of Japan s earthquake insurance through the Osaka Kobe earthquake;
阪神地震与日本地震保险的发展
6) Hanshin earthquake
阪神地震
1.
The damage to the underground structures and tunnels in Kobe after theHanshin earthquake are investigated and analyzed.
概述了阪神地震中地铁车站和地下隧道所造成的破坏情况，说明了地下结构较之于地面结构具有更为良好的抗震性能，同时也说明在地下结构的抗震设计中应认真研究直下型地震的强地面运动破坏作用。
补充资料：阪田
1.山坡上的田。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条