Structural health monitoring of continuous prestressed concrete bridges using ambient thermal responses (Record no. 113929)

MARC details
000 -LEADER
fixed length control field 04372nas|a2200469 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818222839.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140127s2012 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12125921
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Diss. no.ST-12-01
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Nonthachart Kulprapha
245 10 - TITLE STATEMENT
Title Structural health monitoring of continuous prestressed concrete bridges using ambient thermal responses
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2012
300 ## - PHYSICAL DESCRIPTION
Extent 110 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Dissertation ;
Volume/sequential designation no. ST-12-01
500 ## - GENERAL NOTE
General note A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Structural Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Asian Institute of Technology, 2012
520 ## - SUMMARY, ETC.
Summary, etc. The feasibility of structural health monitoring of multi-span prestressed concrete bridges by using their ambient thermal responses is investigated. The study is done by using a two-spanned continuous prestressed concrete bridge model constructed and designed to have mechanical and thermal characteristics similar to typical full-size bridges. The bridge is located in an open environment in order to attain a realistic ambient thermal loading condition. Sensors are installed to continuously monitor temperatures, strains, deflections, and supp01t reactions of the bridges. Five states of distributed flexural damage, slight to severe, are induced to the bridge by applying two concentrated forces. At each damage state and the initial undamaged state, thermal loads and responses of the bridge are monitored continuously for several days. The responses are compared with those predicted by a newly developed analytical model. This analytical model takes into account of nonlinear temperature distribution in bridge cross sections, presence of prestressing forces, support flexibility, and initial crookness of bridge span. An excellent agreement between model predictions and measured responses is observed at the initial undamaged state. Measured responses at each damage state are again compared with model predictions of the undamaged state. It is found that the discrepancy between them increases with increasing of damage level. A scheme to account for the induced damage is then developed for the analytical model. By using this scheme, it is possible to tune the model predictions to match with the measured responses. Through this model tuning process, approximate damage distribution pattern and damage severity along the bridge length can be identified. The study clearly demonstrates that an effective structural health monitoring system based on ambient thermal loads and responses can be successfully developed for multi-span prestressed concrete bridges.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bridges, Concrete
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Punchet Thammarak,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yun, Chung-Bang,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology (Partial Scholarship),
Relator term Scholarship donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Dissertation ;
Volume/sequential designation no. ST-12-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B10871">http://203.159.5.9/ait-thesis/detail.php?q=B10871</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 140127
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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Koha item type 67-Electronic Resource
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Diss. no.ST-12-01 30050120562235 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Diss. no.ST-12-01 30050120562227 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Diss. no.ST-12-01 30050120235279 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Diss. no.ST-12-01   18/08/2026   18/08/2026 67-Electronic Resource
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