找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

Titlebook: Earthquake Engineering for Nuclear Facilities; Masanori Hamada,Michiya Kuno Book 2017 Springer Science+Business Media Singapore 2017 Nucle

[复制链接]
楼主: architect
发表于 2025-3-23 10:07:09 | 显示全部楼层
War and the General Strike, 1914–26nctions, ., ., and .. Furthermore, the damage to the Kashiwazaki-Kariwa Nuclear Power Plant caused by the 2007 Niigata-Ken Chuetsu-Oki earthquake and the catastrophic disaster that affected the Fukushima Daiichi Nuclear Power Plant as a result of the 2011 Great East Japan earthquake are described.
发表于 2025-3-23 15:58:19 | 显示全部楼层
History of Capitalism, 1500-1980the site. Furthermore, ground motion in cases where fault surveys cannot clearly identify active faults in advance should be also assessed. The seismic motion for elastic design .., is determined from the standard seismic motion ...
发表于 2025-3-23 20:16:25 | 显示全部楼层
发表于 2025-3-24 01:14:03 | 显示全部楼层
https://doi.org/10.1007/978-1-349-00554-3d motion prediction, and logic tree model are introduced. Then, the fragility analysis of structures/components is described. This includes an explanation of the selection of failure modes, and the realistic strength and realistic response of buildings/components.
发表于 2025-3-24 02:25:15 | 显示全部楼层
From Marco Polo Bridge to Pearl Harbor,w technologies based on the new findings. As examples of future technologies for the seismic safety of nuclear power facilities, this chapter describes structure control technologies for nuclear power facilities and technologies to allow for greater diversity in the siting of nuclear power plants.
发表于 2025-3-24 08:21:12 | 显示全部楼层
发表于 2025-3-24 13:00:32 | 显示全部楼层
发表于 2025-3-24 17:24:27 | 显示全部楼层
Assessment of Standard Seismic Motionthe site. Furthermore, ground motion in cases where fault surveys cannot clearly identify active faults in advance should be also assessed. The seismic motion for elastic design .., is determined from the standard seismic motion ...
发表于 2025-3-24 20:01:52 | 显示全部楼层
发表于 2025-3-25 00:46:33 | 显示全部楼层
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 SITEMAP 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-5-18 01:48
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表