Academic Journal

Dynamic Characteristics Test and Simplified Calculation Model of Concealed Frame Panel Element.

Λεπτομέρειες βιβλιογραφικής εγγραφής
Τίτλος: Dynamic Characteristics Test and Simplified Calculation Model of Concealed Frame Panel Element.
Συγγραφείς: Zhang, Xichen, Xiang, Changxin, Pan, Danguang, Fu, Xiangqiu, Tan, Shiyou
Πηγή: Applied Sciences (2076-3417); May2022, Vol. 12 Issue 9, pN.PAG-N.PAG, 10p
Θεματικοί όροι: Dynamic testing, Glass sealants, Curtain walls, Glass construction, Structural frames, Soil vibration
Περίληψη: Hidden frame glass curtain walls are one of the most common curtain wall structure forms. This year, the damage identification of panel elements based on vibration has had the problem of an inconsistent calculation model. In this paper, an experimental study on the dynamic characteristics of two full-scale panel elements is carried out, and the main factors affecting the dynamic characteristics of panel elements are analyzed by using a fine finite element model, and the corresponding simplified calculation model is proposed. The experimental and numerical results show that the structural sealant and frame are the important factors affecting the dynamic characteristics of panel units of hidden frame, and the natural frequency of panel elements can be overestimated by more than 40% if a simply supported boundary is adopted. The effect of structural sealant on glass panels and the supporting frame is mainly a translational constraint. The effect of structural sealant on the rotational constraint of a glass panel can be neglected and simplified as a translational spring model. Using a shell element, a translational spring element and a beam element, respectively, the calculation error of the glass panel, structural sealant and supporting frame is about 5%, which shows good calculation accuracy. [ABSTRACT FROM AUTHOR]
Copyright of Applied Sciences (2076-3417) is the property of MDPI 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.)
Βάση Δεδομένων: Complementary Index
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  Label: Title
  Group: Ti
  Data: Dynamic Characteristics Test and Simplified Calculation Model of Concealed Frame Panel Element.
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  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Zhang%2C+Xichen%22">Zhang, Xichen</searchLink><br /><searchLink fieldCode="AR" term="%22Xiang%2C+Changxin%22">Xiang, Changxin</searchLink><br /><searchLink fieldCode="AR" term="%22Pan%2C+Danguang%22">Pan, Danguang</searchLink><br /><searchLink fieldCode="AR" term="%22Fu%2C+Xiangqiu%22">Fu, Xiangqiu</searchLink><br /><searchLink fieldCode="AR" term="%22Tan%2C+Shiyou%22">Tan, Shiyou</searchLink>
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  Data: Applied Sciences (2076-3417); May2022, Vol. 12 Issue 9, pN.PAG-N.PAG, 10p
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  Data: <searchLink fieldCode="DE" term="%22Dynamic+testing%22">Dynamic testing</searchLink><br /><searchLink fieldCode="DE" term="%22Glass+sealants%22">Glass sealants</searchLink><br /><searchLink fieldCode="DE" term="%22Curtain+walls%22">Curtain walls</searchLink><br /><searchLink fieldCode="DE" term="%22Glass+construction%22">Glass construction</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+frames%22">Structural frames</searchLink><br /><searchLink fieldCode="DE" term="%22Soil+vibration%22">Soil vibration</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Hidden frame glass curtain walls are one of the most common curtain wall structure forms. This year, the damage identification of panel elements based on vibration has had the problem of an inconsistent calculation model. In this paper, an experimental study on the dynamic characteristics of two full-scale panel elements is carried out, and the main factors affecting the dynamic characteristics of panel elements are analyzed by using a fine finite element model, and the corresponding simplified calculation model is proposed. The experimental and numerical results show that the structural sealant and frame are the important factors affecting the dynamic characteristics of panel units of hidden frame, and the natural frequency of panel elements can be overestimated by more than 40% if a simply supported boundary is adopted. The effect of structural sealant on glass panels and the supporting frame is mainly a translational constraint. The effect of structural sealant on the rotational constraint of a glass panel can be neglected and simplified as a translational spring model. Using a shell element, a translational spring element and a beam element, respectively, the calculation error of the glass panel, structural sealant and supporting frame is about 5%, which shows good calculation accuracy. [ABSTRACT FROM AUTHOR]
– Name: Abstract
  Label:
  Group: Ab
  Data: <i>Copyright of Applied Sciences (2076-3417) is the property of MDPI 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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        Value: 10.3390/app12094224
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      – Code: eng
        Text: English
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        PageCount: 10
        StartPage: N.PAG
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        Type: general
      – SubjectFull: Glass sealants
        Type: general
      – SubjectFull: Curtain walls
        Type: general
      – SubjectFull: Glass construction
        Type: general
      – SubjectFull: Structural frames
        Type: general
      – SubjectFull: Soil vibration
        Type: general
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            – D: 01
              M: 05
              Text: May2022
              Type: published
              Y: 2022
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