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A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildings

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Title: A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildings
Authors: Calderón, Pedro A. pcaldero@cst.upv.es, Alvarado, Yezid A., Adam, Jose M.
Source: Engineering Structures. May2011, Vol. 33 Issue 5, p1565-1575. 11p.
Subjects: Shoring & underpinning, Construction, Construction slabs, Deformations (Mechanics), Stiffness (Engineering), Concrete construction, Finite element method
Abstract: Abstract: This paper presents a new simplified procedure for estimating loads on slabs and shoring during the construction of multistorey buildings. The new procedure takes into account the actual stiffness of the shoring and for the first time includes the hypothesis that the average deformation of the shores coincides with that of the slabs they support. The procedure was verified by an experimental study that consisted of the construction of a full-scale three-storey building using a shoring–clearing–striking (SCS) process. Further verification was provided by the results of a finite element model of the same building. The results of the new process were then compared to those obtained from the proposals of other authors who had also considered the real stiffness of the shoring. [Copyright &y& Elsevier]
Copyright of Engineering Structures is the property of Elsevier B.V. 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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Header DbId: egs
DbLabel: Engineering Source
An: 59927089
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
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  Data: A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildings
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  Data: <searchLink fieldCode="AR" term="%22Calderón%2C+Pedro+A%2E%22">Calderón, Pedro A.</searchLink><i> pcaldero@cst.upv.es</i><br /><searchLink fieldCode="AR" term="%22Alvarado%2C+Yezid+A%2E%22">Alvarado, Yezid A.</searchLink><br /><searchLink fieldCode="AR" term="%22Adam%2C+Jose+M%2E%22">Adam, Jose M.</searchLink>
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  Data: <searchLink fieldCode="JN" term="%22Engineering+Structures%22">Engineering Structures</searchLink>. May2011, Vol. 33 Issue 5, p1565-1575. 11p.
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  Data: <searchLink fieldCode="DE" term="%22Shoring+%26+underpinning%22">Shoring & underpinning</searchLink><br /><searchLink fieldCode="DE" term="%22Construction%22">Construction</searchLink><br /><searchLink fieldCode="DE" term="%22Construction+slabs%22">Construction slabs</searchLink><br /><searchLink fieldCode="DE" term="%22Deformations+%28Mechanics%29%22">Deformations (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Stiffness+%28Engineering%29%22">Stiffness (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+construction%22">Concrete construction</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink>
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  Data: Abstract: This paper presents a new simplified procedure for estimating loads on slabs and shoring during the construction of multistorey buildings. The new procedure takes into account the actual stiffness of the shoring and for the first time includes the hypothesis that the average deformation of the shores coincides with that of the slabs they support. The procedure was verified by an experimental study that consisted of the construction of a full-scale three-storey building using a shoring–clearing–striking (SCS) process. Further verification was provided by the results of a finite element model of the same building. The results of the new process were then compared to those obtained from the proposals of other authors who had also considered the real stiffness of the shoring. [Copyright &y& Elsevier]
– Name: AbstractSuppliedCopyright
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  Group: Ab
  Data: <i>Copyright of Engineering Structures is the property of Elsevier B.V. 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:
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      – Type: doi
        Value: 10.1016/j.engstruct.2011.01.027
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      – Code: eng
        Text: English
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        PageCount: 11
        StartPage: 1565
    Subjects:
      – SubjectFull: Shoring & underpinning
        Type: general
      – SubjectFull: Construction
        Type: general
      – SubjectFull: Construction slabs
        Type: general
      – SubjectFull: Deformations (Mechanics)
        Type: general
      – SubjectFull: Stiffness (Engineering)
        Type: general
      – SubjectFull: Concrete construction
        Type: general
      – SubjectFull: Finite element method
        Type: general
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      – TitleFull: A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildings
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              Text: May2011
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              Y: 2011
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