Please use this identifier to cite or link to this item: http://arks.princeton.edu/ark:/88435/dsp01x920g1024
DC FieldValueLanguage
dc.contributor.authorWang, Shengzhe
dc.contributor.otherCivil and Environmental Engineering Department
dc.date.accessioned2022-06-16T20:33:41Z-
dc.date.available2022-06-16T20:33:41Z-
dc.date.created2022-01-01
dc.date.issued2022
dc.identifier.urihttp://arks.princeton.edu/ark:/88435/dsp01x920g1024-
dc.description.abstractThis dissertation presents a radical rethinking of conventional coastal armor via the development of “Kinetic Umbrellas” inspired by the architecture of master builder Félix Candela. Unlike traditional floodwalls or levees which rely on sheer mass alone, Kinetic Umbrellas are remarkably thin shells that utilize the double curvature of hyperbolic paraboloids (hypar) to resist surge and wave forces associated with landfalling tropical cyclones. As a kinetic structure, these umbrellas only deploy into an impermeable barrier prior to imminent hazard scenarios but remain a canopy during normal weather such that beach access is not impeded. The aforementioned notions of architectural elegance, geometric efficiency, and social adaptability are formally unified to synthesize the philosophy of “Adaptable Aquatecture” in the context of coastal hazard engineering. Owing to its unique geometry, a decoupled numerical scheme constituting smoothed particle hydrodynamics (SPH) and finite element modeling (FEM) was leveraged for the structural analysis of deployed Kinetic Umbrellas under arbitrary hydrodynamic forcing. Experimental validation of the SPH-FEM technique took place by means of dam-break testing on 3D-printed umbrella specimens. By mapping the spatial distribution of fluid forces computed via SPH onto Kinetic Umbrellas created through FEM, it was revealed that the effects of double curvature dramatically reduces out-of-plane stresses that typically limit the performance of thin shells. As such, a 100 mm thick concrete umbrella covering 64 m2 can successfully resist over 7 m of hydrostatic inundation matching its entire deployed height. Hydrodynamic modeling subsequently confirmed that Kinetic Umbrellas proved structurally viable against surge inundation and wave attack consistent with Hurricane Sandy (2012) at Monmouth Beach, NJ. Finally, in deriving the theoretical kinematics of hypar umbrellas, a novel mechanism for their safe and rapid deployment without compromising aesthetic appeal was developed. Ultimately, through the exemplification of Adaptable Aquatecture via Kinetic Umbrellas, this work illustrates how historical (heritage) forms can inspire socially conscious solutions to modern structural engineering challenges imposed by climate change.
dc.format.mimetypeapplication/pdf
dc.language.isoen
dc.publisherPrinceton, NJ : Princeton University
dc.relation.isformatofThe Mudd Manuscript Library retains one bound copy of each dissertation. Search for these copies in the library's main catalog: <a href=http://catalog.princeton.edu>catalog.princeton.edu</a>
dc.subjectFinite element modeling
dc.subjectFlood protection
dc.subjectHyperbolic paraboloid
dc.subjectSmoothed particle hydrodynamics
dc.subjectStorm surge
dc.subjectThin shell
dc.subject.classificationCivil engineering
dc.titleDeployable Hyperbolic Paraboloidal Umbrellas as Adaptable Aquatecture for Coastal Defense Applications