Seismic mitigation performance analysis of underground subway station with arc grooved roller bearings

2022 ◽  
Vol 153 ◽  
pp. 107082
Author(s):  
Di Liu ◽  
Xiuli Du ◽  
Hesham M. El Naggar ◽  
Chengshun Xu ◽  
Qun Chen
Keyword(s):  
Performance Analysis ◽  
Subway Station ◽  
Roller Bearings ◽  
Underground Subway Station ◽  
Seismic Mitigation

Influence of Ground Structure on the Seismic Response of Underground Subway Station in Soft Site

2011 ◽  
Vol 368-373 ◽  
pp. 2769-2775 ◽  
Author(s):  
Hui Long ◽  
Guo Xing Chen ◽  
Hai Yang Zhuang
Keyword(s):  
Seismic Response ◽  
Underground Structure ◽  
Outer Part ◽  
Subway Station ◽  
Analysis Model ◽  
Ground Structure ◽  
Element Analysis ◽  
High Rise ◽  
Underground Subway Station ◽  
Subway Stations

This paper selected representative soft site along the subway lines and created two-dimensional overall finite element analysis model about nonlinear dynamic interaction among soil, underground subway station, and ground structure based on Nanjing underground subway station. It explored the seismic response influence of neighboring high-rise structure on the two-layer and three-span island-type underground subway stations. The results showed that the structure near the subway station had a significant constraint effect on the deformation of subway station which is oriented to the structure, and the influence of deformation of subway station which is backward to the structure is related to vibration characteristics of the soil-underground structure interaction system. The influence of neighboring ground structure on the strain stress response of subway station is useful in most part of important nodes. However, this influence is disadvantageous in the outer part of connections of side walls and plates and middle plate-interior column connections.

scholarly journals Risk Analysis and Control Factors Based on Excavation of a Large Underground Subway Station under Construction

Symmetry ◽  
2020 ◽  
Vol 12 (10) ◽  
pp. 1629
Author(s):  
Zhien Zhang ◽  
Mingli Huang ◽  
Baohua Wu
Keyword(s):  
Large Scale ◽  
Complex Structure ◽  
Subway Station ◽  
Multidimensional Space ◽  
Large Space ◽  
Control Factors ◽  
Underground Subway Station ◽  
Subway Stations ◽  
Under Construction ◽  
And Control

Considering the convenience of pedestrian transfer, reasonable structural stress and beautiful shape design, most subway stations adopt symmetrical design. At present, the new subway station is developing in the direction of a multidimensional space, as well as a large scale, and complex structure. Tunnel construction also presents unpredictability, coupling amplification and high risks. For example, a subway extension project involves construction, which would affect the normal use of the subway or damage its structure. Based on excavation of the largest underground subway station under construction in China, the Erligou station extension project (line 16 of Beijing Metro), and using theoretical analysis, numerical simulation, monitoring data, and other research methods, this paper quantitatively analyzes the risk of a large space station’s construction process on the adjacent existing station structure and track, as well as highlights key, high-risk sub-projects, or construction steps, combined with specific engineering measures to ensure safety during construction of a new station. The general rules concerning large space subway station construction are further summarized to provide reference for similar projects.

Solutions for Extracting Air and Smoke in Underground Subway Station

2014 ◽  
Vol 700 ◽  
pp. 239-244
Author(s):  
Wen Jie Chen ◽  
Lei Chong ◽  
Jian Ru Liang ◽  
Ming Lai Yang
Keyword(s):  
Ventilation System ◽  
Subway Station ◽  
Three Solutions ◽  
Underground Subway Station ◽  
Subway System ◽  
Subway Stations ◽  
Underground Station ◽  
Enclosed Space ◽  
Air Circulation ◽  
Valve Control

Everyday there are about 7 million passengers commuting by subway in Shanghai, China. Although Shanghai has one of the largest subway networks in the world, yet this subway system is still full of passengers during the rush hours. Extracting air and smoke is important part of the station ventilation system which supplies enough fresh air in the crowded station. As we know, the underground subway stations are built in an enclosed space where needs air circulation far more than other type of station. This paper focuses on the designs of duct layout and valve control in an underground subway station. The authors give three solutions to return air and exhaust smoke in the underground station platform area and entrance area. The goal of this paper is to compare these three ventilation solutions in the normal time and in the fire accident. The result of analyzing and applying these solutions are concluded in the paper.

Characteristics of PM10 and CO2 concentrations on 100 underground subway station platforms in 2014 and 2015

2017 ◽  
Vol 167 ◽  
pp. 143-149 ◽  
Author(s):  
Sung Ho Hwang ◽  
Wha Me Park ◽  
Jae Bum Park ◽  
Taegyun Nam
Keyword(s):  
Subway Station ◽  
Co2 Concentrations ◽  
Underground Subway Station

Dynamic Responses of RC Underground Subway Station and Soil during the Strong Earthquake

2011 ◽  
Vol 194-196 ◽  
pp. 2018-2023
Author(s):  
Jin Bian ◽  
Lian Jin Tao ◽  
Wen Pei Wang ◽  
Bo Zhang
Keyword(s):  
Underground Structure ◽  
Time History ◽  
Side Wall ◽  
Relative Displacement ◽  
Shaking Table ◽  
Dynamic Responses ◽  
Subway Station ◽  
Rc Structures ◽  
Underground Subway Station ◽  
Table Model

Underground subway RC structures suffered significant damage during many earthquakes, so it is important to study the seismic behavior on RC subway structure. The shaking table model test is made of the Beijing typical subway station structure. In this article, the test is introduced briefly; then, the acceleration history curves are analyzed. By the test, it is found that the interaction exits between structure and soil. Under the low intensity earthquake, the underground structure will exert a very small influence on soil and vibrates with soil; under the high intensity earthquake, the soil will exert a large thrust on the underground structure and the relative displacement exists between them. Moreover, At the bottom of the structure side wall, the peak acceleration is larger than it in soil around the place, and at the top and middle of the structure side wall, the peak accelerations are smaller than them in soil around the place; with the depth increase, decrease the peak value, the excellence frequency and its amplitude of the acceleration time history.

scholarly journals Incremental dynamic analysis of underground subway station structure

2021 ◽  
Vol 293 ◽  
pp. 03007
Author(s):  
Tong Liu ◽  
Fuwang Xu ◽  
Qinghe Wang ◽  
Huaiyu Xu
Keyword(s):  
Dynamic Analysis ◽  
Seismic Vulnerability ◽  
Limit State ◽  
Incremental Dynamic Analysis ◽  
Analysis Procedure ◽  
Subway Station ◽  
Seismic Performance Evaluation ◽  
State Determination ◽  
Underground Subway Station ◽  
Station Structure

Incremental dynamic analysis constitutes the basis of seismic performance evaluation and seismic vulnerability assessment. In this paper, a typical two-story three-span subway station structure is selected as an example structure and its incremental dynamic analysis procedure are presented, including selection of ground motion, intensity measure and limit state determination. The incremental dynamic analysis procedure provided in this study can be a basis for further study on seismic design for underground structural systems.

Sign in / Sign up

Export Citation Format

Share Document