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Out-of-Plane Bending of Beam-Wall Joints Based on Elastic Medium Thick Plate Theory.

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Title: Out-of-Plane Bending of Beam-Wall Joints Based on Elastic Medium Thick Plate Theory.
Authors: Zhifei, Shi1, Shuling, Yang1
Source: International Journal for Computational Methods in Engineering Science & Mechanics. Jan2011, Vol. 12 Issue 1, p34-43. 10p.
Subjects: Structural plates, Joints (Engineering), Shear walls, Orthotropy (Mechanics), Girders, Elasticity, Structural frames
Abstract: The out-of-plane response of beam-wall joints is studied in the present paper. The governing equations of shear walls obtained by using the orthotropic elastic medium thick plate theory are solved. Additionally, different reinforcing ratios for shear walls in different directions are considered. It is also found that reinforced shear walls can be simplified as isotropic walls no matter whether the reinforcing ratio in both directions is the same or not for most engineering structures. In view of this, the out-of-plane response of beam-wall joints is investigated based on the isotropic medium thick plate theory and the effects of geometrical parameters of the joints on the responses of the shear walls are discussed in detail. For further simplification, the equivalent frame model is introduced and a very simple formula to determine the equivalent width is suggested for practical applications. [ABSTRACT FROM AUTHOR]
Copyright of International Journal for Computational Methods in Engineering Science & Mechanics is the property of Taylor & Francis Ltd 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
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DbLabel: Engineering Source
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  Data: Out-of-Plane Bending of Beam-Wall Joints Based on Elastic Medium Thick Plate Theory.
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  Data: <searchLink fieldCode="DE" term="%22Structural+plates%22">Structural plates</searchLink><br /><searchLink fieldCode="DE" term="%22Joints+%28Engineering%29%22">Joints (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Shear+walls%22">Shear walls</searchLink><br /><searchLink fieldCode="DE" term="%22Orthotropy+%28Mechanics%29%22">Orthotropy (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Girders%22">Girders</searchLink><br /><searchLink fieldCode="DE" term="%22Elasticity%22">Elasticity</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+frames%22">Structural frames</searchLink>
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  Data: The out-of-plane response of beam-wall joints is studied in the present paper. The governing equations of shear walls obtained by using the orthotropic elastic medium thick plate theory are solved. Additionally, different reinforcing ratios for shear walls in different directions are considered. It is also found that reinforced shear walls can be simplified as isotropic walls no matter whether the reinforcing ratio in both directions is the same or not for most engineering structures. In view of this, the out-of-plane response of beam-wall joints is investigated based on the isotropic medium thick plate theory and the effects of geometrical parameters of the joints on the responses of the shear walls are discussed in detail. For further simplification, the equivalent frame model is introduced and a very simple formula to determine the equivalent width is suggested for practical applications. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of International Journal for Computational Methods in Engineering Science & Mechanics is the property of Taylor & Francis Ltd 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: 10.1080/15502287.2010.540302
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      – Code: eng
        Text: English
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        PageCount: 10
        StartPage: 34
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      – SubjectFull: Structural plates
        Type: general
      – SubjectFull: Joints (Engineering)
        Type: general
      – SubjectFull: Shear walls
        Type: general
      – SubjectFull: Orthotropy (Mechanics)
        Type: general
      – SubjectFull: Girders
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      – SubjectFull: Elasticity
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      – SubjectFull: Structural frames
        Type: general
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      – TitleFull: Out-of-Plane Bending of Beam-Wall Joints Based on Elastic Medium Thick Plate Theory.
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              M: 01
              Text: Jan2011
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              Y: 2011
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