Dynamic behaviour of a modern bell tower — A case study
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| Title: | Dynamic behaviour of a modern bell tower — A case study |
|---|---|
| Authors: | Ivorra, Salvador1, Pallarés, Francisco J.2, Adam, Jose M.3 joadmar@cst.upv.es |
| Source: | Engineering Structures. May2009, Vol. 31 Issue 5, p1085-1092. 8p. |
| Subjects: | Bell towers, Structural dynamics, Case studies, Mathematical models, Trusses, Structural engineering |
| Abstract: | Abstract: The present study evaluates the dynamic behaviour of a modern concrete bell tower built in 1994. The structure has an unusual geometrical shape, with a wall 20 m high and 0.40 m thick. The tower’s dynamic interaction with the forces caused by the bells swinging becomes clearly evident even without using instrumentation. In 1998 the structure was strengthened by means of a three-dimensional steel truss, but the dynamic problem still exists after the strengthening. Consequently, the authors conducted a study to assess the scale and cause of the problem which consisted of an experimental and numerical study on the tower. This paper highlights the dynamic problem that bells can cause to slender bell towers and recommendations are given to help minimise this fact. [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 |
| FullText | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 37348684 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Dynamic behaviour of a modern bell tower — A case study – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Ivorra%2C+Salvador%22">Ivorra, Salvador</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Pallarés%2C+Francisco+J%2E%22">Pallarés, Francisco J.</searchLink><relatesTo>2</relatesTo><br /><searchLink fieldCode="AR" term="%22Adam%2C+Jose+M%2E%22">Adam, Jose M.</searchLink><relatesTo>3</relatesTo><i> joadmar@cst.upv.es</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Engineering+Structures%22">Engineering Structures</searchLink>. May2009, Vol. 31 Issue 5, p1085-1092. 8p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Bell+towers%22">Bell towers</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+dynamics%22">Structural dynamics</searchLink><br /><searchLink fieldCode="DE" term="%22Case+studies%22">Case studies</searchLink><br /><searchLink fieldCode="DE" term="%22Mathematical+models%22">Mathematical models</searchLink><br /><searchLink fieldCode="DE" term="%22Trusses%22">Trusses</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+engineering%22">Structural engineering</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Abstract: The present study evaluates the dynamic behaviour of a modern concrete bell tower built in 1994. The structure has an unusual geometrical shape, with a wall 20 m high and 0.40 m thick. The tower’s dynamic interaction with the forces caused by the bells swinging becomes clearly evident even without using instrumentation. In 1998 the structure was strengthened by means of a three-dimensional steel truss, but the dynamic problem still exists after the strengthening. Consequently, the authors conducted a study to assess the scale and cause of the problem which consisted of an experimental and numerical study on the tower. This paper highlights the dynamic problem that bells can cause to slender bell towers and recommendations are given to help minimise this fact. [Copyright &y& Elsevier] – Name: AbstractSuppliedCopyright Label: 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: BibEntity: Identifiers: – Type: doi Value: 10.1016/j.engstruct.2009.01.002 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 8 StartPage: 1085 Subjects: – SubjectFull: Bell towers Type: general – SubjectFull: Structural dynamics Type: general – SubjectFull: Case studies Type: general – SubjectFull: Mathematical models Type: general – SubjectFull: Trusses Type: general – SubjectFull: Structural engineering Type: general Titles: – TitleFull: Dynamic behaviour of a modern bell tower — A case study Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Ivorra, Salvador – PersonEntity: Name: NameFull: Pallarés, Francisco J. – PersonEntity: Name: NameFull: Adam, Jose M. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 05 Text: May2009 Type: published Y: 2009 Identifiers: – Type: issn-print Value: 01410296 Numbering: – Type: volume Value: 31 – Type: issue Value: 5 Titles: – TitleFull: Engineering Structures Type: main |
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