Cyclic Behavior of Partially Prefabricated Steel Shape-Reinforced Concrete Composite Shear Walls: Experiments and Finite Element Analysis Article Swipe
Yunlong Yu
,
Qiang Xie
,
Yaping Liu
,
Yicong Xue
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.3390/buildings14072208
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.3390/buildings14072208
Due to the higher lateral stiffness, load-carrying, and energy dissipation capacities compared with traditional reinforced concrete (R.C.) shear walls, steel shape-reinforced concrete (SRC) shear walls, in which steel profiles are encased in the boundary elements, have been widely applied in high-rise buildings. In order to simplify the on-site construction procedure, this paper proposes a novel partially prefabricated steel shape-reinforced concrete (PPSRC) shear wall using throat connectors. Based on the pseudo-static tests of two large-scale specimens, the effect of construction methods (prefabricated or cast in place) on the cyclic behavior of PPSRC shear walls was investigated by the hysteretic loops, skeleton curves, stiffness degradation, energy dissipation, and deformation decomposition. The test results indicated that PPSRC shear walls could exhibit a comparative cyclic response with the cast-in-place SRC shear walls, and the proposed throat connectors could effectively transfer the stress of the longitudinal reinforcements. Finally, a macro-modeling of PPSRC shear walls based on the multi-layer shell elements in OpenSees 3.3.0 was established and validated by the test results, and the parametric analysis of the axial compression, steel ratio, and concrete strength of prefabricated and cast-in-place parts was then conducted.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/buildings14072208
- OA Status
- gold
- Cited By
- 2
- References
- 32
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https://openalex.org/W4400723907Canonical identifier for this work in OpenAlex
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https://doi.org/10.3390/buildings14072208Digital Object Identifier
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Cyclic Behavior of Partially Prefabricated Steel Shape-Reinforced Concrete Composite Shear Walls: Experiments and Finite Element AnalysisWork title
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articleOpenAlex work type
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enPrimary language
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2024Year of publication
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2024-07-17Full publication date if available
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Yunlong Yu, Qiang Xie, Yaping Liu, Yicong XueList of authors in order
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https://doi.org/10.3390/buildings14072208Publisher landing page
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goldOpen access status per OpenAlex
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https://doi.org/10.3390/buildings14072208Direct OA link when available
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Finite element method, Materials science, Structural engineering, Shear wall, Composite number, Composite material, Shear (geology), Reinforced concrete, EngineeringTop concepts (fields/topics) attached by OpenAlex
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2Total citation count in OpenAlex
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2025: 1, 2024: 1Per-year citation counts (last 5 years)
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.that | 112 |
| abstract_inverted_index.then | 185 |
| abstract_inverted_index.this | 50 |
| abstract_inverted_index.wall | 62 |
| abstract_inverted_index.with | 12, 122 |
| abstract_inverted_index.(SRC) | 22 |
| abstract_inverted_index.3.3.0 | 157 |
| abstract_inverted_index.Based | 66 |
| abstract_inverted_index.PPSRC | 90, 113, 146 |
| abstract_inverted_index.axial | 172 |
| abstract_inverted_index.based | 149 |
| abstract_inverted_index.could | 116, 133 |
| abstract_inverted_index.novel | 54 |
| abstract_inverted_index.order | 43 |
| abstract_inverted_index.paper | 51 |
| abstract_inverted_index.parts | 183 |
| abstract_inverted_index.shear | 17, 23, 61, 91, 114, 126, 147 |
| abstract_inverted_index.shell | 153 |
| abstract_inverted_index.steel | 19, 27, 57, 174 |
| abstract_inverted_index.tests | 70 |
| abstract_inverted_index.using | 63 |
| abstract_inverted_index.walls | 92, 115, 148 |
| abstract_inverted_index.which | 26 |
| abstract_inverted_index.(R.C.) | 16 |
| abstract_inverted_index.cyclic | 87, 120 |
| abstract_inverted_index.effect | 76 |
| abstract_inverted_index.energy | 8, 103 |
| abstract_inverted_index.higher | 3 |
| abstract_inverted_index.loops, | 98 |
| abstract_inverted_index.place) | 84 |
| abstract_inverted_index.ratio, | 175 |
| abstract_inverted_index.stress | 137 |
| abstract_inverted_index.throat | 64, 131 |
| abstract_inverted_index.walls, | 18, 24, 127 |
| abstract_inverted_index.widely | 37 |
| abstract_inverted_index.(PPSRC) | 60 |
| abstract_inverted_index.applied | 38 |
| abstract_inverted_index.curves, | 100 |
| abstract_inverted_index.encased | 30 |
| abstract_inverted_index.exhibit | 117 |
| abstract_inverted_index.lateral | 4 |
| abstract_inverted_index.methods | 79 |
| abstract_inverted_index.on-site | 47 |
| abstract_inverted_index.results | 110 |
| abstract_inverted_index.Finally, | 142 |
| abstract_inverted_index.OpenSees | 156 |
| abstract_inverted_index.analysis | 169 |
| abstract_inverted_index.behavior | 88 |
| abstract_inverted_index.boundary | 33 |
| abstract_inverted_index.compared | 11 |
| abstract_inverted_index.concrete | 15, 21, 59, 177 |
| abstract_inverted_index.elements | 154 |
| abstract_inverted_index.profiles | 28 |
| abstract_inverted_index.proposed | 130 |
| abstract_inverted_index.proposes | 52 |
| abstract_inverted_index.response | 121 |
| abstract_inverted_index.results, | 165 |
| abstract_inverted_index.simplify | 45 |
| abstract_inverted_index.skeleton | 99 |
| abstract_inverted_index.strength | 178 |
| abstract_inverted_index.transfer | 135 |
| abstract_inverted_index.elements, | 34 |
| abstract_inverted_index.high-rise | 40 |
| abstract_inverted_index.indicated | 111 |
| abstract_inverted_index.partially | 55 |
| abstract_inverted_index.stiffness | 101 |
| abstract_inverted_index.validated | 161 |
| abstract_inverted_index.buildings. | 41 |
| abstract_inverted_index.capacities | 10 |
| abstract_inverted_index.conducted. | 186 |
| abstract_inverted_index.connectors | 132 |
| abstract_inverted_index.hysteretic | 97 |
| abstract_inverted_index.parametric | 168 |
| abstract_inverted_index.procedure, | 49 |
| abstract_inverted_index.reinforced | 14 |
| abstract_inverted_index.specimens, | 74 |
| abstract_inverted_index.stiffness, | 5 |
| abstract_inverted_index.comparative | 119 |
| abstract_inverted_index.connectors. | 65 |
| abstract_inverted_index.deformation | 106 |
| abstract_inverted_index.dissipation | 9 |
| abstract_inverted_index.effectively | 134 |
| abstract_inverted_index.established | 159 |
| abstract_inverted_index.large-scale | 73 |
| abstract_inverted_index.multi-layer | 152 |
| abstract_inverted_index.traditional | 13 |
| abstract_inverted_index.compression, | 173 |
| abstract_inverted_index.construction | 48, 78 |
| abstract_inverted_index.degradation, | 102 |
| abstract_inverted_index.dissipation, | 104 |
| abstract_inverted_index.investigated | 94 |
| abstract_inverted_index.longitudinal | 140 |
| abstract_inverted_index.cast-in-place | 124, 182 |
| abstract_inverted_index.prefabricated | 56, 180 |
| abstract_inverted_index.pseudo-static | 69 |
| abstract_inverted_index.(prefabricated | 80 |
| abstract_inverted_index.decomposition. | 107 |
| abstract_inverted_index.load-carrying, | 6 |
| abstract_inverted_index.macro-modeling | 144 |
| abstract_inverted_index.reinforcements. | 141 |
| abstract_inverted_index.shape-reinforced | 20, 58 |
| cited_by_percentile_year.max | 95 |
| cited_by_percentile_year.min | 90 |
| corresponding_author_ids | https://openalex.org/A5048046413 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 4 |
| corresponding_institution_ids | https://openalex.org/I148099405 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.7300000190734863 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.67804523 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |