Research Progress on Seismic Analysis Methods of Electrical Equipment

Author(s):  
Du Yingqian ◽  
Wang Zhijun ◽  
Xu Hanbing ◽  
Zhou Chenghao ◽  
Jia Shuhai
2021 ◽  
Vol 705 (1) ◽  
pp. 012006
Author(s):  
Lei Shi ◽  
Jiangwang Wang ◽  
Yunkai Lv

2020 ◽  
Vol 198 ◽  
pp. 02008
Author(s):  
XIE Qiao ◽  
ZHANG Jia-sheng ◽  
Wang Xuan

The analysis methods and theories of slope stability are constantly improving and developing, and more methods in line with the development characteristics of the times have been put forward by scholars at home and abroad. Combined with the latest research hot spots in the direction of analysis methods of slope stability in the world, the analysis methods of slope stability are systematically classified and summarized; The principles, characteristics, scope of application of various methods are summarized; The development trend of slope stability analysis is comprehensively analyzed from various aspects. It provides the follow-up scholars with the research of new methods. It can provide reference for the selection of evaluation methods of practical slope engineering stability.


2013 ◽  
Vol 345 ◽  
pp. 294-297
Author(s):  
Yan Zhao ◽  
Jie Gu ◽  
Hui Ge Wu

The seismic performance of the bridge piers is a basic study in seismic analysis of bridges. Hollow section piers have high bending strength and stiffness, as well as reduced amount of reinforced concrete needed and thus good economic returns, which have been widely applied in the high-pier, large-span bridges in high-intensity area of western China. Current study status and future development trends about the seismic behavior of hollow section reinforced concrete piers were presented. The necessity of carrying out seismic performance studies of hollow section reinforced concrete bridge piers was also pointed out.


2016 ◽  
Vol 14 (10) ◽  
pp. 2903-2929 ◽  
Author(s):  
Grigorios Tsinidis ◽  
Kyriazis Pitilakis ◽  
Christos Anagnostopoulos

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