Show simple item record

contributor authorC. Thelin
contributor authorK.-G. Olsson
date accessioned2017-05-08T21:22:07Z
date available2017-05-08T21:22:07Z
date copyrightJune 2005
date issued2005
identifier other%28asce%291076-0431%282005%2911%3A2%2839%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48714
description abstractHistoric roof structures of large monumental buildings are often complex with static behavior that is difficult to grasp. Yet, understanding their static behavior is necessary to adequately preserve and maintain them. The aim of this paper is twofold. The more general aim is to develop use of the finite element method in combination with visualization and to demonstrate its potential both for providing an understanding of historic structures and their static behavior and for supporting a dialogue regarding these matters. The more specific aim is to examine the static behavior of one particular roof structure and the damages to it that occurred. The roof structure selected was that of the medieval Swedish castle of Glimmingehus. A detailed computational model of the roof truss was developed, in terms of which a set of possible causes of the damages observed was simulated. Reliable causes were found and three-dimensional visualizations were carried out to demonstrate their respective influence on the overall structural behavior. As expected, use of visualization in the analysis was found to be very helpful for interpreting the relationship between the computational model and the computed results.
publisherAmerican Society of Civil Engineers
titleStatic Behavior of a Historic Roof Structure
typeJournal Paper
journal volume11
journal issue2
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)1076-0431(2005)11:2(39)
treeJournal of Architectural Engineering:;2005:;Volume ( 011 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record