Abstract

Lighthouses situated on exposed rocky outcrops warn mariners of the dangers that lurk beneath the waves. They were first constructed when approaches to wave loading and structural response were relatively unsophisticated, essentially learning from previous failures. Here, we chart the evolution of lighthouses on the Wolf Rock, situated between Land's End and the Isles of Scilly in the UK. The first empirical approaches are described, followed by design aspects of the present tower, informed by innovations developed on other rocky outcrops. We focus on a particular development associated with the automation of lighthouses: the helideck platform. The design concept is described and the structure then scrutinized for future survivability, using the latest structural modelling techniques of the entire lighthouse and helideck. Model validation data were obtained through a complex logistical field operation and experimental modal analysis. Extreme wave loading for the model required the identification of the 250-year return period wave using a Bayesian method with informative prior distributions, for two different scenarios (2017 and 2067). The structural models predict responses of the helideck to wave loading which is characterized by differential displacements of 0.093 m (2017) and 0.115 m (2067) with associated high tension forces and plastic strain.This article is part of the theme issue ‘Environmental loading of heritage structures’.

Highlights

  • Eight miles off the most southwesterly point of the UK, halfway between Land’s End and the Isles of Scilly, lies the Wolf Rock lighthouse

  • The structural analysis presented in this paper aims to investigate the structural response of the helideck to extreme waves impacting the lighthouse

  • We have traced the developments at Wolf Rock over a period of nearly 200 years, from rudimentary beacons that were destroyed by huge seas to the current rock lighthouse topped by a helideck and shrouded by PV panels, typifying the new vernacular of UK offshore lighthouses

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Summary

D’Ayala3

Lighthouses situated on exposed rocky outcrops warn mariners of the dangers that lurk beneath the waves. They were first constructed when approaches to wave loading and structural response were relatively unsophisticated, essentially learning from previous failures. The first empirical approaches are described, followed by design aspects of the present tower, informed by innovations developed on other rocky outcrops. The design concept is described and the structure scrutinized for future survivability, using the latest structural modelling techniques of the entire lighthouse and helideck. The structural models predict responses of the helideck to wave loading which is characterized by differential displacements of 0.093 m (2017) and 0.115 m (2067) with associated high tension forces and plastic strain. This article is part of the theme issue ‘Environmental loading of heritage structures’

Introduction
10 Aileen
Wave loading
Findings
Discussion and conclusion
Full Text
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