Assessment of structural condition of bridges by dynamic measurements
This report presents research carried out over a period of three and a half years aimed at developing systems to assess the condition of bridges, primarily through dynamic measurement.
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2008
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sg-ntu-dr.10356-79782023-03-03T16:44:16Z Assessment of structural condition of bridges by dynamic measurements Brownjohn, James Mark William Hao, Hong Pan, Tso Chien School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design This report presents research carried out over a period of three and a half years aimed at developing systems to assess the condition of bridges, primarily through dynamic measurement. RG 5/97 2008-09-19T01:03:04Z 2008-09-19T01:03:04Z 2001 2001 Research Report http://hdl.handle.net/10356/7978 Nanyang Technological University application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Brownjohn, James Mark William Hao, Hong Pan, Tso Chien Assessment of structural condition of bridges by dynamic measurements |
description |
This report presents research carried out over a period of three and a half years aimed at developing systems to assess the condition of bridges, primarily through dynamic measurement. |
author2 |
School of Civil and Structural Engineering |
author_facet |
School of Civil and Structural Engineering Brownjohn, James Mark William Hao, Hong Pan, Tso Chien |
format |
Research Report |
author |
Brownjohn, James Mark William Hao, Hong Pan, Tso Chien |
author_sort |
Brownjohn, James Mark William |
title |
Assessment of structural condition of bridges by dynamic measurements |
title_short |
Assessment of structural condition of bridges by dynamic measurements |
title_full |
Assessment of structural condition of bridges by dynamic measurements |
title_fullStr |
Assessment of structural condition of bridges by dynamic measurements |
title_full_unstemmed |
Assessment of structural condition of bridges by dynamic measurements |
title_sort |
assessment of structural condition of bridges by dynamic measurements |
publishDate |
2008 |
url |
http://hdl.handle.net/10356/7978 |
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1759853693534994432 |