Show simple item record

contributor authorJiayu Song
contributor authorYi Pan
contributor authorQi Chen
contributor authorTeng Wang
date accessioned2025-08-17T22:15:00Z
date available2025-08-17T22:15:00Z
date copyright3/1/2025 12:00:00 AM
date issued2025
identifier otherJSENDH.STENG-13264.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306664
description abstractThe railway station is a critical node in the transportation network. Accurately evaluating the postearthquake functional level of railway stations not only facilitates functional recovery but also provides a scientific basis for formulating emergency plans in earthquake-stricken areas. This paper analyzed the operation modes and functional implementation methods of railway stations, categorizing postearthquake functional levels into three categories: complete function, basic function, and functional failure. Based on state tree theory and focusing on the impact of signal equipment, the fragility index of signal equipment was established, and the basic components of each subfunction and the functional logic relationships between components were analyzed. A new state tree-based method for evaluating the postearthquake functional level of railway stations was first proposed. Using this method, a typical railway station was evaluated. The research results indicated that under seismic action, the hanging lamps, elevators, ceilings, and signal equipment in railway stations were more prone to failure, and the overall functional redundancy of the railway stations was relatively low. Therefore, it was recommended to enhance the seismic design of the railway station’s layer, strengthen the seismic structural measures of hanging lamps, elevators, and signal cabinets, and place important signal cabinets on the lower mezzanine of the railway stations. Addressing these weaknesses could significantly enhance the postearthquake functional level of railway stations.
publisherAmerican Society of Civil Engineers
titlePostearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment
typeJournal Article
journal volume151
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-13264
journal fristpage04024225-1
journal lastpage04024225-15
page15
treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record