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contributor authorUfuk Dilek
contributor authorMarc L. Sorenson
contributor authorDonald B. Chandler
date accessioned2017-05-08T21:15:04Z
date available2017-05-08T21:15:04Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%290887-3828%282005%2919%3A1%2836%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44358
description abstractThe Cape Hatteras Lighthouse is the tallest brick structure of its kind in the United States. The national icon was closed to visitors after several pieces of the cast iron stairs, original to the structure, dislodged and fell inside the lighthouse. This finding led to the investigative efforts outlined in this paper, on the load carrying capacity of the stairs. This article summarizes the engineering effort in the condition assessment of the stairs, the review of visitor statistical data for likely load exposures during peak times, and the development of a unique load test program for the stairs of the historic structure. The load testing program was unique because of the physical constraints of the lighthouse shaft as well as the dimensions of the stair treads. In addition, the engineering team had the added objective of protecting the integrity of the national icon and performing the load test without exposing the historic stairs to an unnecessary risk of failure.
publisherAmerican Society of Civil Engineers
titleLoad Testing of Historic Cast Iron Stairs at Cape Hatteras Lighthouse
typeJournal Paper
journal volume19
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2005)19:1(36)
treeJournal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 001
contenttypeFulltext


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