Dynamic and Comparative Analysis of Composite Structures for Seismic Resistance Article Swipe
Sharma, Dr. Atul Kumar
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.5281/zenodo.17866944
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.5281/zenodo.17866944
The study primarily investigates three main structural typologies—Reinforced Concrete (RC) frames, Steel-framed structures, and Composite Concrete-Steel constructions—under severe seismic loading conditions. A key focus is the implementation and efficacy of lateral loadresisting systems, including shear walls and various bracing systems (such as curved bracing and Buckling Restrained Braces, or BRB) in controlling dynamic response parameters like base shear, story drift, and displacement. The structural behaviour is modelled and analysed using advanced numerical methods, such as the Response Spectrum Method, adhering to international and national building codes for earthquake-resistant design. Beyond structural mechanics, the work includes an essential cost and time analysis comparing the construction duration and overall project economics of composite construction versus precast and conventional methodologies. This holistic approach aims to identify the optimum structural and material solution that balances superior seismic performance and structural safety with construction speed and economic viability for high-rise projects in earthquake-prone regions.
Related Topics
Concepts
Bracing
Precast concrete
Structural engineering
Structural system
Engineering
Shear wall
Composite number
Buckling
Seismic analysis
Incremental Dynamic Analysis
Seismic loading
Shear (geology)
Earthquake engineering
Work (physics)
Geotechnical engineering
Seismic resistance
Base isolation
Base (topology)
Reinforced concrete
Structural stability
Structural integrity
Duration (music)
Response spectrum
Civil engineering
Earthquake resistance
Earthquake resistant structures
Cost effectiveness
Construction industry
Focus (optics)
Vibration control
Structural element
Construction engineering
Failure mode and effects analysis
Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.5281/zenodo.17866944
- OA Status
- green
- OpenAlex ID
- https://openalex.org/W7111243151
All OpenAlex metadata
Raw OpenAlex JSON
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https://openalex.org/W7111243151Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.5281/zenodo.17866944Digital Object Identifier
- Title
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Dynamic and Comparative Analysis of Composite Structures for Seismic ResistanceWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2025Year of publication
- Publication date
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2025-10-14Full publication date if available
- Authors
-
Sharma, Dr. Atul KumarList of authors in order
- Landing page
-
https://doi.org/10.5281/zenodo.17866944Publisher landing page
- Open access
-
YesWhether a free full text is available
- OA status
-
greenOpen access status per OpenAlex
- OA URL
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https://doi.org/10.5281/zenodo.17866944Direct OA link when available
- Concepts
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Bracing, Precast concrete, Structural engineering, Structural system, Engineering, Shear wall, Composite number, Buckling, Seismic analysis, Incremental Dynamic Analysis, Seismic loading, Shear (geology), Earthquake engineering, Work (physics), Geotechnical engineering, Seismic resistance, Base isolation, Base (topology), Reinforced concrete, Structural stability, Structural integrity, Duration (music), Response spectrum, Civil engineering, Earthquake resistance, Earthquake resistant structures, Cost effectiveness, Construction industry, Focus (optics), Vibration control, Structural element, Construction engineering, Failure mode and effects analysisTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
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| abstract_inverted_index.Spectrum | 78 |
| abstract_inverted_index.adhering | 80 |
| abstract_inverted_index.advanced | 71 |
| abstract_inverted_index.analysed | 69 |
| abstract_inverted_index.analysis | 101 |
| abstract_inverted_index.approach | 120 |
| abstract_inverted_index.balances | 131 |
| abstract_inverted_index.building | 85 |
| abstract_inverted_index.duration | 105 |
| abstract_inverted_index.economic | 142 |
| abstract_inverted_index.efficacy | 29 |
| abstract_inverted_index.holistic | 119 |
| abstract_inverted_index.identify | 123 |
| abstract_inverted_index.includes | 95 |
| abstract_inverted_index.material | 128 |
| abstract_inverted_index.methods, | 73 |
| abstract_inverted_index.modelled | 67 |
| abstract_inverted_index.national | 84 |
| abstract_inverted_index.projects | 146 |
| abstract_inverted_index.regions. | 149 |
| abstract_inverted_index.response | 54 |
| abstract_inverted_index.solution | 129 |
| abstract_inverted_index.superior | 132 |
| abstract_inverted_index.systems, | 33 |
| abstract_inverted_index.Composite | 15 |
| abstract_inverted_index.behaviour | 65 |
| abstract_inverted_index.comparing | 102 |
| abstract_inverted_index.composite | 111 |
| abstract_inverted_index.economics | 109 |
| abstract_inverted_index.essential | 97 |
| abstract_inverted_index.high-rise | 145 |
| abstract_inverted_index.including | 34 |
| abstract_inverted_index.numerical | 72 |
| abstract_inverted_index.primarily | 3 |
| abstract_inverted_index.viability | 143 |
| abstract_inverted_index.Restrained | 47 |
| abstract_inverted_index.mechanics, | 92 |
| abstract_inverted_index.parameters | 55 |
| abstract_inverted_index.structural | 7, 64, 91, 126, 136 |
| abstract_inverted_index.conditions. | 21 |
| abstract_inverted_index.controlling | 52 |
| abstract_inverted_index.performance | 134 |
| abstract_inverted_index.structures, | 13 |
| abstract_inverted_index.Steel-framed | 12 |
| abstract_inverted_index.construction | 104, 112, 139 |
| abstract_inverted_index.conventional | 116 |
| abstract_inverted_index.investigates | 4 |
| abstract_inverted_index.displacement. | 62 |
| abstract_inverted_index.international | 82 |
| abstract_inverted_index.loadresisting | 32 |
| abstract_inverted_index.Concrete-Steel | 16 |
| abstract_inverted_index.implementation | 27 |
| abstract_inverted_index.methodologies. | 117 |
| abstract_inverted_index.earthquake-prone | 148 |
| abstract_inverted_index.earthquake-resistant | 88 |
| abstract_inverted_index.constructions—under | 17 |
| abstract_inverted_index.typologies—Reinforced | 8 |
| cited_by_percentile_year | |
| countries_distinct_count | 0 |
| institutions_distinct_count | 1 |
| citation_normalized_percentile.value | 0.73051281 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |