Comparative study of damage detection in symmetric and asymmetric buildings Article Swipe
Aesthetics and functionality requirements have made most buildings asymmetric in recent times. Such buildings exhibit complex vibration under dynamic loads as there is coupling between the lateral and torsional components of vibration, and are referred to as torsionally coupled buildings. These building require three dimensional modelling and analysis. In spite of much recent research and some successful applications of damage detection and assessment methods to civil structures in recent years, the applications to asymmetric buildings remains a challenging task for civil engineers. Less investigation has been made on the methodologies for detecting and locating damage specific to torsionally coupled asymmetric buildings. This paper aims to investigate and compare the difference in vibration behavior between symmetric and asymmetric buildings and the use of vibration characteristics for predicting damage in them. The need for developing a special method to detect damage in asymmetric buildings becomes evident. Towards this end, the paper presents a technique based on a modified version of the traditional modal strain energy method. The modified approach is developed from Stubbs’ modal strain energy damage index by decomposing the mode shape into lateral and vertical components. The procedure is illustrated through numerical studies conducted on a three dimensional five-story symmetric and asymmetric frame structure with the same layout. Vibration parameters obtained from finite element analysis of the intact and damaged building models are then applied into the proposed algorithms for detecting and locating the damage in these buildings.
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- Type
- article
- Language
- en
- https://eprints.qut.edu.au/116494/13/Comparative%2BStudy%2Bof%2BDamage%2BDetection%2Bin%2BSymmetric%2Band%2BAsymmetric%2BBuildings.pdf
- OA Status
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- References
- 9
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- 20
- OpenAlex ID
- https://openalex.org/W2792851168
Raw OpenAlex JSON
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https://openalex.org/W2792851168Canonical identifier for this work in OpenAlex
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Comparative study of damage detection in symmetric and asymmetric buildingsWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2017Year of publication
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2017-09-01Full publication date if available
- Authors
-
Yi Wang, David Thambiratnam, Tommy H.T. Chan, Andy NguyễnList of authors in order
- PDF URL
-
https://eprints.qut.edu.au/116494/13/Comparative%2BStudy%2Bof%2BDamage%2BDetection%2Bin%2BSymmetric%2Band%2BAsymmetric%2BBuildings.pdfDirect link to full text PDF
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YesWhether a free full text is available
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greenOpen access status per OpenAlex
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https://eprints.qut.edu.au/116494/13/Comparative%2BStudy%2Bof%2BDamage%2BDetection%2Bin%2BSymmetric%2Band%2BAsymmetric%2BBuildings.pdfDirect OA link when available
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Modal, Structural engineering, Vibration, Finite element method, Computer science, Modal analysis, Normal mode, Frame (networking), Engineering, Acoustics, Physics, Chemistry, Polymer chemistry, TelecommunicationsTop concepts (fields/topics) attached by OpenAlex
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0Total citation count in OpenAlex
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20Other works algorithmically related by OpenAlex
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| abstract_inverted_index.coupling | 23 |
| abstract_inverted_index.evident. | 143 |
| abstract_inverted_index.locating | 93, 232 |
| abstract_inverted_index.modified | 155, 165 |
| abstract_inverted_index.obtained | 210 |
| abstract_inverted_index.presents | 149 |
| abstract_inverted_index.proposed | 227 |
| abstract_inverted_index.referred | 34 |
| abstract_inverted_index.research | 53 |
| abstract_inverted_index.specific | 95 |
| abstract_inverted_index.vertical | 184 |
| abstract_inverted_index.Stubbs’ | 170 |
| abstract_inverted_index.Vibration | 208 |
| abstract_inverted_index.analysis. | 47 |
| abstract_inverted_index.buildings | 7, 13, 74, 117, 141 |
| abstract_inverted_index.conducted | 193 |
| abstract_inverted_index.detecting | 91, 230 |
| abstract_inverted_index.detection | 60 |
| abstract_inverted_index.developed | 168 |
| abstract_inverted_index.modelling | 45 |
| abstract_inverted_index.numerical | 191 |
| abstract_inverted_index.procedure | 187 |
| abstract_inverted_index.structure | 203 |
| abstract_inverted_index.symmetric | 114, 199 |
| abstract_inverted_index.technique | 151 |
| abstract_inverted_index.torsional | 28 |
| abstract_inverted_index.vibration | 16, 111, 122 |
| abstract_inverted_index.Aesthetics | 0 |
| abstract_inverted_index.algorithms | 228 |
| abstract_inverted_index.assessment | 62 |
| abstract_inverted_index.asymmetric | 8, 73, 99, 116, 140, 201 |
| abstract_inverted_index.buildings. | 39, 100, 237 |
| abstract_inverted_index.components | 29 |
| abstract_inverted_index.developing | 132 |
| abstract_inverted_index.difference | 109 |
| abstract_inverted_index.engineers. | 81 |
| abstract_inverted_index.five-story | 198 |
| abstract_inverted_index.parameters | 209 |
| abstract_inverted_index.predicting | 125 |
| abstract_inverted_index.structures | 66 |
| abstract_inverted_index.successful | 56 |
| abstract_inverted_index.vibration, | 31 |
| abstract_inverted_index.challenging | 77 |
| abstract_inverted_index.components. | 185 |
| abstract_inverted_index.decomposing | 177 |
| abstract_inverted_index.dimensional | 44, 197 |
| abstract_inverted_index.illustrated | 189 |
| abstract_inverted_index.investigate | 105 |
| abstract_inverted_index.torsionally | 37, 97 |
| abstract_inverted_index.traditional | 159 |
| abstract_inverted_index.applications | 57, 71 |
| abstract_inverted_index.requirements | 3 |
| abstract_inverted_index.functionality | 2 |
| abstract_inverted_index.investigation | 83 |
| abstract_inverted_index.methodologies | 89 |
| abstract_inverted_index.characteristics | 123 |
| cited_by_percentile_year | |
| countries_distinct_count | 0 |
| institutions_distinct_count | 4 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.7200000286102295 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.27289141 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |