Random vibration analysis and mechanical performance research of large-span spatial structures using new building materials.
Saved in:
| Title: | Random vibration analysis and mechanical performance research of large-span spatial structures using new building materials. |
|---|---|
| Authors: | Xi Zhang1,2 cqyt_sci@126.com, Jian Yin3 evxjy11@nottingham.edu.my, Baiying Yang1,2 1083997300@qq.com |
| Source: | Journal of Vibroengineering. Dec2025, Vol. 27 Issue 8, p1498-1513. 16p. |
| Subjects: | Random vibration, Fiber-reinforced plastics, Effect of earthquakes on buildings, Construction materials, Mechanical efficiency, Finite element method, Vibration isolation |
| Abstract: | In order to analyze the performance of large-span spatial structures made of new building materials, improve the seismic resistance of large-span spatial structures made of new building materials, analyze the random vibration of large-span spatial structures made of new building materials, and determine the mechanical properties of large-span spatial structures made of new building materials. The paper takes carbon fiber reinforced polymer (CFRP) as an example, and prepares CFRP large-span structural specimens through surface coating treatment of carbon fiber and composite material preparation process; Enhancement effect of interfacial bonding strength of CFRP large-span spatial structures through bidirectional shear experiments; Design large-span spatial structures of carbon fiber composite buildings and establish multi-scale finite element models of vibration reduction systems; Analyze the random vibration of large-span spatial structures, improve the Kanai Tajimi model through the random vibration power spectral density function, calculate the structural response power spectrum, analyze the response of CFRP large-span spatial structures through the H-V coherence function model, and verify the mechanical properties of CFRP material large-span spatial structure specimens through experiments. The test results show that after the tensile test, the CFRP specimen connecting plate did not fail, indicating that the CFRP specimen has a significant impact on its connection strength in this situation. However, the compression and shear failure of the CFRP large-span spatial structure specimen will occur in local areas due to the compressive action of the specimen. [ABSTRACT FROM AUTHOR] |
| Copyright of Journal of Vibroengineering is the property of Extrica 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 | Links: – Type: pdflink Text: Availability: 0 |
|---|---|
| Header | DbId: egs DbLabel: Engineering Source An: 190604141 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
| IllustrationInfo | |
| Items | – Name: Title Label: Title Group: Ti Data: Random vibration analysis and mechanical performance research of large-span spatial structures using new building materials. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Xi+Zhang%22">Xi Zhang</searchLink><relatesTo>1,2</relatesTo><i> cqyt_sci@126.com</i><br /><searchLink fieldCode="AR" term="%22Jian+Yin%22">Jian Yin</searchLink><relatesTo>3</relatesTo><i> evxjy11@nottingham.edu.my</i><br /><searchLink fieldCode="AR" term="%22Baiying+Yang%22">Baiying Yang</searchLink><relatesTo>1,2</relatesTo><i> 1083997300@qq.com</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Vibroengineering%22">Journal of Vibroengineering</searchLink>. Dec2025, Vol. 27 Issue 8, p1498-1513. 16p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Random+vibration%22">Random vibration</searchLink><br /><searchLink fieldCode="DE" term="%22Fiber-reinforced+plastics%22">Fiber-reinforced plastics</searchLink><br /><searchLink fieldCode="DE" term="%22Effect+of+earthquakes+on+buildings%22">Effect of earthquakes on buildings</searchLink><br /><searchLink fieldCode="DE" term="%22Construction+materials%22">Construction materials</searchLink><br /><searchLink fieldCode="DE" term="%22Mechanical+efficiency%22">Mechanical efficiency</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Vibration+isolation%22">Vibration isolation</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: In order to analyze the performance of large-span spatial structures made of new building materials, improve the seismic resistance of large-span spatial structures made of new building materials, analyze the random vibration of large-span spatial structures made of new building materials, and determine the mechanical properties of large-span spatial structures made of new building materials. The paper takes carbon fiber reinforced polymer (CFRP) as an example, and prepares CFRP large-span structural specimens through surface coating treatment of carbon fiber and composite material preparation process; Enhancement effect of interfacial bonding strength of CFRP large-span spatial structures through bidirectional shear experiments; Design large-span spatial structures of carbon fiber composite buildings and establish multi-scale finite element models of vibration reduction systems; Analyze the random vibration of large-span spatial structures, improve the Kanai Tajimi model through the random vibration power spectral density function, calculate the structural response power spectrum, analyze the response of CFRP large-span spatial structures through the H-V coherence function model, and verify the mechanical properties of CFRP material large-span spatial structure specimens through experiments. The test results show that after the tensile test, the CFRP specimen connecting plate did not fail, indicating that the CFRP specimen has a significant impact on its connection strength in this situation. However, the compression and shear failure of the CFRP large-span spatial structure specimen will occur in local areas due to the compressive action of the specimen. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Vibroengineering is the property of Extrica 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.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=190604141 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.21595/jve.2025.25004 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 16 StartPage: 1498 Subjects: – SubjectFull: Random vibration Type: general – SubjectFull: Fiber-reinforced plastics Type: general – SubjectFull: Effect of earthquakes on buildings Type: general – SubjectFull: Construction materials Type: general – SubjectFull: Mechanical efficiency Type: general – SubjectFull: Finite element method Type: general – SubjectFull: Vibration isolation Type: general Titles: – TitleFull: Random vibration analysis and mechanical performance research of large-span spatial structures using new building materials. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Xi Zhang – PersonEntity: Name: NameFull: Jian Yin – PersonEntity: Name: NameFull: Baiying Yang IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 12 Text: Dec2025 Type: published Y: 2025 Identifiers: – Type: issn-print Value: 13928716 Numbering: – Type: volume Value: 27 – Type: issue Value: 8 Titles: – TitleFull: Journal of Vibroengineering Type: main |
| ResultId | 1 |