Seismic Performance Comparison of Simply Supported Hollow Slab on Pile Group Structure with Different Operational Category and Shear Panel Damper Application Article Swipe
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.9744/ced.25.1.10-19
This study is aimed to compare the seismic performance of simply supported hollow slab on pile group (SHSPG) structures designed as “critical” and “essential” viaducts with shear panel damper (SPD) devices. There were three numerical models to be compared, namely SHSPG-A, SHSPG-B, and SHSPG-C. SHSPG-A is a “critical” viaduct with 35 piles per one pile head. SHSPG-B is an “essential” viaduct with 18 piles per one pile head. SHSPG-C is an “essential” viaduct with 18 piles per one pile head plus sixteen SPDs. Numerical models considered the prestressing effect of the spun pile. Nonlinear time history analyses were executed using seven pairs of recorded ground motions that had been scaled and adjusted to the seismic characteristics of Yogyakarta, Indonesia. As the result, the performance level of SHSPG-A was much better than SHSPG-B. The SPDs application could maintain SHSPG-C’s performance at the same level as SHSPG-A and dissipate 34.28%-53.03% of the seismic energy.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.9744/ced.25.1.10-19
- https://ced.petra.ac.id/index.php/civ/article/download/25491/20866
- OA Status
- diamond
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4364380792
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4364380792Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.9744/ced.25.1.10-19Digital Object Identifier
- Title
-
Seismic Performance Comparison of Simply Supported Hollow Slab on Pile Group Structure with Different Operational Category and Shear Panel Damper ApplicationWork title
- Type
-
articleOpenAlex work type
- Language
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enPrimary language
- Publication year
-
2023Year of publication
- Publication date
-
2023-03-31Full publication date if available
- Authors
-
Yusuf Haroki, Ali Awaludin, Henricus Priyosulistyo, Angga Fajar Setiawan, Iman SatyarnoList of authors in order
- Landing page
-
https://doi.org/10.9744/ced.25.1.10-19Publisher landing page
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https://ced.petra.ac.id/index.php/civ/article/download/25491/20866Direct link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
-
diamondOpen access status per OpenAlex
- OA URL
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https://ced.petra.ac.id/index.php/civ/article/download/25491/20866Direct OA link when available
- Concepts
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Pile, Slab, Structural engineering, Damper, Geotechnical engineering, Head (geology), Geology, Shear (geology), Engineering, Petrology, GeomorphologyTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
0Total citation count in OpenAlex
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.panel | 27 |
| abstract_inverted_index.pile. | 92 |
| abstract_inverted_index.piles | 51, 63, 75 |
| abstract_inverted_index.seven | 100 |
| abstract_inverted_index.shear | 26 |
| abstract_inverted_index.study | 1 |
| abstract_inverted_index.three | 33 |
| abstract_inverted_index.using | 99 |
| abstract_inverted_index.better | 129 |
| abstract_inverted_index.damper | 28 |
| abstract_inverted_index.effect | 88 |
| abstract_inverted_index.ground | 104 |
| abstract_inverted_index.hollow | 12 |
| abstract_inverted_index.models | 35, 84 |
| abstract_inverted_index.namely | 39 |
| abstract_inverted_index.scaled | 109 |
| abstract_inverted_index.simply | 10 |
| abstract_inverted_index.(SHSPG) | 17 |
| abstract_inverted_index.SHSPG-A | 44, 126, 144 |
| abstract_inverted_index.SHSPG-B | 56 |
| abstract_inverted_index.SHSPG-C | 68 |
| abstract_inverted_index.compare | 5 |
| abstract_inverted_index.energy. | 151 |
| abstract_inverted_index.history | 95 |
| abstract_inverted_index.motions | 105 |
| abstract_inverted_index.result, | 121 |
| abstract_inverted_index.seismic | 7, 114, 150 |
| abstract_inverted_index.sixteen | 81 |
| abstract_inverted_index.viaduct | 48, 60, 72 |
| abstract_inverted_index.SHSPG-A, | 40 |
| abstract_inverted_index.SHSPG-B, | 41 |
| abstract_inverted_index.SHSPG-B. | 131 |
| abstract_inverted_index.SHSPG-C. | 43 |
| abstract_inverted_index.adjusted | 111 |
| abstract_inverted_index.analyses | 96 |
| abstract_inverted_index.designed | 19 |
| abstract_inverted_index.devices. | 30 |
| abstract_inverted_index.executed | 98 |
| abstract_inverted_index.maintain | 136 |
| abstract_inverted_index.recorded | 103 |
| abstract_inverted_index.viaducts | 24 |
| abstract_inverted_index.Nonlinear | 93 |
| abstract_inverted_index.Numerical | 83 |
| abstract_inverted_index.compared, | 38 |
| abstract_inverted_index.dissipate | 146 |
| abstract_inverted_index.numerical | 34 |
| abstract_inverted_index.supported | 11 |
| abstract_inverted_index.Indonesia. | 118 |
| abstract_inverted_index.considered | 85 |
| abstract_inverted_index.structures | 18 |
| abstract_inverted_index.SHSPG-C’s | 137 |
| abstract_inverted_index.Yogyakarta, | 117 |
| abstract_inverted_index.application | 134 |
| abstract_inverted_index.performance | 8, 123, 138 |
| abstract_inverted_index.prestressing | 87 |
| abstract_inverted_index.34.28%-53.03% | 147 |
| abstract_inverted_index.“critical” | 21, 47 |
| abstract_inverted_index.characteristics | 115 |
| abstract_inverted_index.“essential” | 23, 59, 71 |
| cited_by_percentile_year | |
| countries_distinct_count | 1 |
| institutions_distinct_count | 5 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/7 |
| sustainable_development_goals[0].score | 0.44999998807907104 |
| sustainable_development_goals[0].display_name | Affordable and clean energy |
| citation_normalized_percentile.value | 0.04362135 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |