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dc.contributor.advisorPierre Ghisbain and Jerome J. Connor.en_US
dc.contributor.authorO'Leary, Killian T. (Killian Thomas)en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil and Environmental Engineering.en_US
dc.date.accessioned2015-10-30T19:02:00Z
dc.date.available2015-10-30T19:02:00Z
dc.date.copyright2015en_US
dc.date.issued2015en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/99625
dc.descriptionThesis: M. Eng. in High-Performance Structures, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.en_US
dc.descriptionCataloged from PDF version of thesis.en_US
dc.descriptionIncludes bibliographical references (pages [67]-[68]).en_US
dc.description.abstractWell-publicized intentional and accidental explosions in the last two decades have exposed the lack of resilience in structures triggering disproportionate failure. This has fuelled change in the civil engineering industry with government agencies leading the way. This research further contributes to the topic of blast resistant design with particular focus placed on the response of building structures subjected to external blasts. A software tool to assess the response of structure to blast loads is firstly presented. The proposed tool integrates a staged process and can broadly be broken down into three core modules: the blast load condition, the response of the target structural element(s), and frame stability in the event of a support being compromised. By automating this process, the resistance of a building can be investigated under a number of possible blast situations in quick succession. In addition, the application incorporates a design feature that sizes 2D moment frames for wind and gravity loading, for the sole purpose of studying blasts on different frame strengths and geometries. The latter stages of the report demonstrate the capabilities of the tool by firstly proposing standard input metrics based on industry norm, and following on from this exploring the effects of each input through a parametric analysis. Example input parameters include blast weight, standoff distance, wind speed, number of bays & stories, target column location and element plastic limits.en_US
dc.description.statementofresponsibilityby Killian T. O'Leary.en_US
dc.format.extent66, 30 unnumbered pagesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Environmental Engineering.en_US
dc.titleDevelopment of a software tool to investigate the local & global response of buildings to blast loadingen_US
dc.typeThesisen_US
dc.description.degreeM. Eng. in High-Performance Structuresen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc926715811en_US


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