A comparative study on the seismic performance of long span Engineered Cementitious Composite (ECC) structures Article Swipe
Sikandar Ali Khokhar
,
Shahzeb Memon
,
Touqeer Ahmed
,
Muhammad Umer Basit
,
Fawad Ahmed Najam
,
Rao Arsalan Khushnood
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1016/j.cscm.2024.e03129
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1016/j.cscm.2024.e03129
The strain hardening fiber reinforced concrete—generally known as the Engineered Cementitious Composite (ECC)—has rapidly gained the attention of researchers in recent years. However, most of the research on ECC is limited to material and member level, leaving a gap in the understanding of its behavior at the structural scale. Therefore, this study investigates the global seismic response of ECC structures and compares their performance with conventional reinforced concrete (RC) structures. For this purpose, a case study long span building structure (an aircraft hangar having a span length of 40 m) is selected. Under the design-level gravity and lateral loads, its members are separately designed using the conventional RC and ECC. It is observed that for ECC members, the requirement of longitudinal steel is reduced by 30% when compared with the conventional RC members. Similarly, owing to an improved tensile behavior, the ECC members also exhibited a higher shear capacity than RC members, resulting in a significant reduction in the requirement of transverse reinforcement. The detailed inelastic finite element models for both design cases (RC and ECC) were subjected to the pushover analysis and nonlinear response history analysis (NLRHA) to assess their seismic performance. It is observed that (in terms of local and global seismic demands, structural damage, and ductile behavior) the performance of the ECC structure is significantly improved when compared to the conventional RC structure. The comparative cost analysis showed a reduction of 11.9% in the overall material cost of the ECC structure as compared to RC. These results show that ECC can be effectively used at the full structural level as an economic solution to ensure the ductile response and superior seismic performance.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1016/j.cscm.2024.e03129
- OA Status
- gold
- Cited By
- 9
- References
- 66
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4393930410
All OpenAlex metadata
Raw OpenAlex JSON
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https://openalex.org/W4393930410Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1016/j.cscm.2024.e03129Digital Object Identifier
- Title
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A comparative study on the seismic performance of long span Engineered Cementitious Composite (ECC) structuresWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2024Year of publication
- Publication date
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2024-04-04Full publication date if available
- Authors
-
Sikandar Ali Khokhar, Shahzeb Memon, Touqeer Ahmed, Muhammad Umer Basit, Fawad Ahmed Najam, Rao Arsalan KhushnoodList of authors in order
- Landing page
-
https://doi.org/10.1016/j.cscm.2024.e03129Publisher landing page
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YesWhether a free full text is available
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goldOpen access status per OpenAlex
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https://doi.org/10.1016/j.cscm.2024.e03129Direct OA link when available
- Concepts
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Structural engineering, Finite element method, Span (engineering), Shear (geology), Ultimate tensile strength, Strain hardening exponent, Reinforcement, Seismic analysis, Composite number, Engineering, Materials science, Composite materialTop concepts (fields/topics) attached by OpenAlex
- Cited by
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9Total citation count in OpenAlex
- Citations by year (recent)
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2025: 7, 2024: 2Per-year citation counts (last 5 years)
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66Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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