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Jamie Goggins

Researcher at National University of Ireland, Galway

Publications -  138
Citations -  2241

Jamie Goggins is an academic researcher from National University of Ireland, Galway. The author has contributed to research in topics: Turbine blade & Turbine. The author has an hindex of 24, co-authored 126 publications receiving 1659 citations. Previous affiliations of Jamie Goggins include National University of Ireland & Trinity College, Dublin.

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The assessment of embodied energy in typical reinforced concrete building structures in Ireland

TL;DR: In this paper, the authors present the assessment of embodied energy in typical RC building structures in Ireland and demonstrate that by understanding how energy is consumed in the manufacturing of reinforced concrete, designers can significantly reduce the overall embodied energy of structures.
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Numerical simulation of linear water waves and wave–structure interaction

TL;DR: In this paper, the numerical simulation of both linear deep water waves and linear waves for the finite depth case are explored using computational fluid dynamics (CFD), to aid in the design of wave energy converters.
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Shape optimisation of floating wave energy converters for a specified wave energy spectrum

TL;DR: In this article, the structural geometric configuration of a wave energy converter is optimized to maximize the average power extraction from its intended deployment site, based on a case study of the Atlantic marine energy test site, off the west coast of Ireland.
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Super-insulate or use renewable technology? Life cycle cost, energy and global warming potential analysis of nearly zero energy buildings (NZEB) in a temperate oceanic climate

TL;DR: In this paper, the authors acknowledge the support of Science Foundation Ireland through the Career Development Award programme (Grant No. 13/CDA/2200) and the European Commission Horizon 2020 project Built2Spec (637221).
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Behaviour of tubular steel members under cyclic axial loading

TL;DR: In this article, the authors examined the cyclic performance of axially loaded tubular members used as bracing elements to provide lateral seismic resistance in steel framed structures, focusing on the relationship between the tensile resistance of the material and that of the cross-section.