Seismic Performance Analysis of Railway Station Roofs under Complex Climatic Conditions in Cold Regions.
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| Title: | Seismic Performance Analysis of Railway Station Roofs under Complex Climatic Conditions in Cold Regions. |
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| Authors: | Song, Linlin1 (AUTHOR) llsongst@163.com, Wei, Mingyang2 (AUTHOR) wmy1791214323@163.com, Zhang, Xueming1 (AUTHOR) xuemingzhang@stdu.edu.cn, Gao, Pengyuan3 (AUTHOR) 2210173317@qq.com, Zhang, Kuijie4 (AUTHOR) 642724696@qq.com, Zhou, Daxing4 (AUTHOR) zhoudaxing@ztjs.cn |
| Source: | Journal of Cold Regions Engineering. Mar2026, Vol. 40 Issue 1, p1-22. 22p. |
| Subjects: | Cold regions, Structural stability, Railroads, Weather & climate change, Engineering standards, Earthquake magnitude, Snow accumulation, Finite element method |
| Abstract: | High-speed railway stations with long-span steel structures are vulnerable to severe climatic conditions in cold regions, particularly when temperature differences, snow loads, and seismic events occur concurrently. This study develops a finite-element model of a large-span steel roof in a high-seismic, cold climate zone to assess the combined effects of extreme temperature differences, snow loads, and earthquakes. Results reveal that under coupled extreme loading, key roof components experience significant stress increases, and midspan vertical displacements exceed 450 mm—nearly double the design deflection limit of 240 mm. These deformations pose serious structural risks, including excessive stress concentration at critical joints and an increased likelihood of progressive collapse, particularly in the midspan regions. The findings highlight the need to revise current design codes to consider load combinations typical in cold-seismic environments and propose engineering strategies, such as enhanced joint design and snow load monitoring systems, to improve structural resilience. [ABSTRACT FROM AUTHOR] |
| Copyright of Journal of Cold Regions Engineering is the property of American Society of Civil Engineers and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 190910754 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Seismic Performance Analysis of Railway Station Roofs under Complex Climatic Conditions in Cold Regions. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Song%2C+Linlin%22">Song, Linlin</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> llsongst@163.com</i><br /><searchLink fieldCode="AR" term="%22Wei%2C+Mingyang%22">Wei, Mingyang</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> wmy1791214323@163.com</i><br /><searchLink fieldCode="AR" term="%22Zhang%2C+Xueming%22">Zhang, Xueming</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> xuemingzhang@stdu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Gao%2C+Pengyuan%22">Gao, Pengyuan</searchLink><relatesTo>3</relatesTo> (AUTHOR)<i> 2210173317@qq.com</i><br /><searchLink fieldCode="AR" term="%22Zhang%2C+Kuijie%22">Zhang, Kuijie</searchLink><relatesTo>4</relatesTo> (AUTHOR)<i> 642724696@qq.com</i><br /><searchLink fieldCode="AR" term="%22Zhou%2C+Daxing%22">Zhou, Daxing</searchLink><relatesTo>4</relatesTo> (AUTHOR)<i> zhoudaxing@ztjs.cn</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Cold+Regions+Engineering%22">Journal of Cold Regions Engineering</searchLink>. Mar2026, Vol. 40 Issue 1, p1-22. 22p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Cold+regions%22">Cold regions</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+stability%22">Structural stability</searchLink><br /><searchLink fieldCode="DE" term="%22Railroads%22">Railroads</searchLink><br /><searchLink fieldCode="DE" term="%22Weather+%26+climate+change%22">Weather & climate change</searchLink><br /><searchLink fieldCode="DE" term="%22Engineering+standards%22">Engineering standards</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+magnitude%22">Earthquake magnitude</searchLink><br /><searchLink fieldCode="DE" term="%22Snow+accumulation%22">Snow accumulation</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: High-speed railway stations with long-span steel structures are vulnerable to severe climatic conditions in cold regions, particularly when temperature differences, snow loads, and seismic events occur concurrently. This study develops a finite-element model of a large-span steel roof in a high-seismic, cold climate zone to assess the combined effects of extreme temperature differences, snow loads, and earthquakes. Results reveal that under coupled extreme loading, key roof components experience significant stress increases, and midspan vertical displacements exceed 450 mm—nearly double the design deflection limit of 240 mm. These deformations pose serious structural risks, including excessive stress concentration at critical joints and an increased likelihood of progressive collapse, particularly in the midspan regions. The findings highlight the need to revise current design codes to consider load combinations typical in cold-seismic environments and propose engineering strategies, such as enhanced joint design and snow load monitoring systems, to improve structural resilience. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Cold Regions Engineering is the property of American Society of Civil Engineers and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1061/JCRGEI.CRENG-1000 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 22 StartPage: 1 Subjects: – SubjectFull: Cold regions Type: general – SubjectFull: Structural stability Type: general – SubjectFull: Railroads Type: general – SubjectFull: Weather & climate change Type: general – SubjectFull: Engineering standards Type: general – SubjectFull: Earthquake magnitude Type: general – SubjectFull: Snow accumulation Type: general – SubjectFull: Finite element method Type: general Titles: – TitleFull: Seismic Performance Analysis of Railway Station Roofs under Complex Climatic Conditions in Cold Regions. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Song, Linlin – PersonEntity: Name: NameFull: Wei, Mingyang – PersonEntity: Name: NameFull: Zhang, Xueming – PersonEntity: Name: NameFull: Gao, Pengyuan – PersonEntity: Name: NameFull: Zhang, Kuijie – PersonEntity: Name: NameFull: Zhou, Daxing IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 03 Text: Mar2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 0887381X Numbering: – Type: volume Value: 40 – Type: issue Value: 1 Titles: – TitleFull: Journal of Cold Regions Engineering Type: main |
| ResultId | 1 |