Predicting Collapse of a Lattice Dome Due to Foundation Settlement
The base of the lattice dome sheltering the Amundsen-Scott South Pole Station is distorting due to movement in the compacted snow foundation. The base ring differential settlement is calculated by a least squares analysis of measured foundation displacement data. The topology and geometry of the dom...
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Language: | English |
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1990
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Online Access: | http://dx.doi.org/10.1177/026635119000500101 http://journals.sagepub.com/doi/pdf/10.1177/026635119000500101 |
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crsagepubl:10.1177/026635119000500101 2023-05-15T13:24:25+02:00 Predicting Collapse of a Lattice Dome Due to Foundation Settlement Shugar, T.A. Holland, T.J. 1990 http://dx.doi.org/10.1177/026635119000500101 http://journals.sagepub.com/doi/pdf/10.1177/026635119000500101 en eng SAGE Publications http://journals.sagepub.com/page/policies/text-and-data-mining-license International Journal of Space Structures volume 5, issue 1, page 1-17 ISSN 0956-0599 2059-8033 Building and Construction Architecture Civil and Structural Engineering Conservation journal-article 1990 crsagepubl https://doi.org/10.1177/026635119000500101 2022-04-14T04:37:30Z The base of the lattice dome sheltering the Amundsen-Scott South Pole Station is distorting due to movement in the compacted snow foundation. The base ring differential settlement is calculated by a least squares analysis of measured foundation displacement data. The topology and geometry of the dome have been reconstructed, and a one-to-one correspondence exists between the modeled and actual latticed framework. A structural model based on bending elements is employed and its development is discussed relative to an alternative, non-bending model. Practical structural analysis issues for predicting collapse of a lattice dome due to settlement using modern computer methods are discussed. Attempts to calculate post-buckled configurations and the collapse load of the structure were only partially successful. However, application of these methods to the South Pole Dome show that it is in satisfactory condition at its present level of differential settlement. Article in Journal/Newspaper Amundsen-Scott South pole SAGE Publications (via Crossref) Amundsen Scott South Pole Station ENVELOPE(0.000,0.000,-90.000,-90.000) Amundsen-Scott ENVELOPE(0.000,0.000,-90.000,-90.000) Amundsen-Scott South Pole Station ENVELOPE(139.273,139.273,-89.998,-89.998) South Pole International Journal of Space Structures 5 1 1 17 |
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Open Polar |
collection |
SAGE Publications (via Crossref) |
op_collection_id |
crsagepubl |
language |
English |
topic |
Building and Construction Architecture Civil and Structural Engineering Conservation |
spellingShingle |
Building and Construction Architecture Civil and Structural Engineering Conservation Shugar, T.A. Holland, T.J. Predicting Collapse of a Lattice Dome Due to Foundation Settlement |
topic_facet |
Building and Construction Architecture Civil and Structural Engineering Conservation |
description |
The base of the lattice dome sheltering the Amundsen-Scott South Pole Station is distorting due to movement in the compacted snow foundation. The base ring differential settlement is calculated by a least squares analysis of measured foundation displacement data. The topology and geometry of the dome have been reconstructed, and a one-to-one correspondence exists between the modeled and actual latticed framework. A structural model based on bending elements is employed and its development is discussed relative to an alternative, non-bending model. Practical structural analysis issues for predicting collapse of a lattice dome due to settlement using modern computer methods are discussed. Attempts to calculate post-buckled configurations and the collapse load of the structure were only partially successful. However, application of these methods to the South Pole Dome show that it is in satisfactory condition at its present level of differential settlement. |
format |
Article in Journal/Newspaper |
author |
Shugar, T.A. Holland, T.J. |
author_facet |
Shugar, T.A. Holland, T.J. |
author_sort |
Shugar, T.A. |
title |
Predicting Collapse of a Lattice Dome Due to Foundation Settlement |
title_short |
Predicting Collapse of a Lattice Dome Due to Foundation Settlement |
title_full |
Predicting Collapse of a Lattice Dome Due to Foundation Settlement |
title_fullStr |
Predicting Collapse of a Lattice Dome Due to Foundation Settlement |
title_full_unstemmed |
Predicting Collapse of a Lattice Dome Due to Foundation Settlement |
title_sort |
predicting collapse of a lattice dome due to foundation settlement |
publisher |
SAGE Publications |
publishDate |
1990 |
url |
http://dx.doi.org/10.1177/026635119000500101 http://journals.sagepub.com/doi/pdf/10.1177/026635119000500101 |
long_lat |
ENVELOPE(0.000,0.000,-90.000,-90.000) ENVELOPE(0.000,0.000,-90.000,-90.000) ENVELOPE(139.273,139.273,-89.998,-89.998) |
geographic |
Amundsen Scott South Pole Station Amundsen-Scott Amundsen-Scott South Pole Station South Pole |
geographic_facet |
Amundsen Scott South Pole Station Amundsen-Scott Amundsen-Scott South Pole Station South Pole |
genre |
Amundsen-Scott South pole |
genre_facet |
Amundsen-Scott South pole |
op_source |
International Journal of Space Structures volume 5, issue 1, page 1-17 ISSN 0956-0599 2059-8033 |
op_rights |
http://journals.sagepub.com/page/policies/text-and-data-mining-license |
op_doi |
https://doi.org/10.1177/026635119000500101 |
container_title |
International Journal of Space Structures |
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5 |
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1 |
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1 |
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17 |
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1766379619748937728 |