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http://hdl.handle.net/11375/23703
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DC Field | Value | Language |
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dc.contributor.advisor | El-Dakhakhni, Wael | - |
dc.contributor.advisor | Tait, Michael | - |
dc.contributor.author | Salem, Shady | - |
dc.date.accessioned | 2019-01-09T18:22:44Z | - |
dc.date.available | 2019-01-09T18:22:44Z | - |
dc.date.issued | 2018 | - |
dc.identifier.uri | http://hdl.handle.net/11375/23703 | - |
dc.description.abstract | The use of fully grouted reinforced masonry shear walls (RMSWs) has been growing in several areas around the world owing to their relative ease of construction and their in-plane ductile behavior. However, RMSWs possess low out-of-plane ductility which amplifies the vulnerability of such components under blast loading. Furthermore, the long time and high costs of recovery following devastating (deliberate or accidental) explosions have created a need for resilience-based design for risk mitigation, especially considering the different sources of associated uncertainty. As such, this study aims to lay out the foundations of a probabilistic resilience–based blast analysis and design framework. The framework should have the capability of quantifying the overall building post-blast functionality in order to estimate its recovery cost and time, and thus the building resilience following such a demand. The proposed framework will be specifically applied for RMSW buildings incurring blast loads through a profound investigation for the behavior of rectangular RMSWs as being a primary structural element in reinforced masonry buildings. The investigation will subsume an experimental and analytical evaluation for the performance of load-bearing RMSWs with different in-plane ductility levels subjected to out-of-plane quasi-static loading. This will be followed by a numerical investigation of RMSWs to conclude the blast probabilistic performance of RMSWs that can be applied within the proposed probabilistic resilience-based blast framework. The work in this dissertation presents a key step towards adopting resilience based analysis and design in future editions of blast-resistant construction standards and provides the decisionmakers with a complete insight into post-blast building functionality and its recovery. | en_US |
dc.language.iso | en | en_US |
dc.subject | resilience surface | en_US |
dc.subject | reinforced masonry | en_US |
dc.subject | recovery time | en_US |
dc.subject | functionality loss | en_US |
dc.subject | out-of-plane | en_US |
dc.subject | resistance function | en_US |
dc.subject | fragility surface | en_US |
dc.subject | blast risk | en_US |
dc.subject | Nonlinear analysis | en_US |
dc.subject | Axial load | en_US |
dc.title | RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS | en_US |
dc.type | Thesis | en_US |
dc.contributor.department | Civil Engineering | en_US |
dc.description.degreetype | Thesis | en_US |
dc.description.degree | Doctor of Philosophy (PhD) | en_US |
Appears in Collections: | Open Access Dissertations and Theses |
Files in This Item:
File | Description | Size | Format | |
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Salem_Shady_September2018_PhD.pdf | 7.7 MB | Adobe PDF | View/Open |
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