Framework for Bridge Inspection with Laser Scanning
|Title:||Framework for Bridge Inspection with Laser Scanning||Authors:||Truong-Hong, Linh
Laefer, Debra F.
|Permanent link:||http://hdl.handle.net/10197/7476||Date:||8-Jan-2016||Abstract:||For the last two decades, a significant amount research has been developed for collecting data for bridge inspection. Yet, visual investigation with an on-site inspector remains the predominant method; however is the highly subjective and time consuming. Alternatively, terrestrial laser scanner (TLS) can acquire surface details of structures quickly and accurately and is, thus, an emerging means to overcome the shortcomings of direct visual inspection. This paper presents a framework of bridge inspection using TLS data, where a strategy of processing TLS data for deformation measurement, damage detection, and reconstruction of three dimension (3D) as-built models are explored. Demonstration of the application in bridge inspection is also provided.||Funding Details:||European Commission - Seventh Framework Programme (FP7)||Type of material:||Conference Publication||Keywords:||Terrestrial laser scanning; Bridge inspection; Deflection; Damage detection; As-built||Language:||en||Status of Item:||Peer reviewed||Conference Details:||EASEC-14 Structural Engineering and Construction, Ho Chi Minh City, Vietnam, 6 - 8 January 2016|
|Appears in Collections:||Earth Institute Research Collection|
Civil Engineering Research Collection
Show full item record
This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.