THE NONLINEAR HILBERT TRANSFORM TECHNIQUE FOR THE IDENTIFICATION OF THE DYNAMIC BEHAVIOUR OF BRIDGE DECKS

The paper aims to present a diagnostic method, based on time domain Hilbert transform properties, which allow for the identification of the dynamic behaviour of slightly nonlinear and nonconservative structures. The general formulation is described in the case study of a simply supported bridge deck, the Carpineta viaduct on the A3 highway in Southern Italy which is taken as a representative sample of a wide class of Italian highway bridge structure. (A) For the covering abstract of the conference see IRRD 850834.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/3433012350
• Corporate Authors:

  Ernst (Wilhelm) and Sohn

  Hohenzollerdamm 170
  1001 Berlin 31,   Germany 
• Authors:
  • Petrangeli, M P
  • SPINA, D
  • VAL
• Conference:
  • BRIDGE REHABILITATION. PROCEEDINGS OF THE 3RD INTERNATIONAL WORKSHOP ON BRIDGE REHABILITATION, JUNE 14-17, 1992, ORGANIZED BY THE TECHNICAL UNIVERSITY DARMSTADT AND THE UNIVERSITY OF MICHIGAN
• Publication Date: 1992

Language

• English

Media Info

• Features: References;
• Pagination: p. 373-82

Subject/Index Terms

• TRT Terms: Bridges; Conferences; Dynamics; Field tests; Measurement; Measuring instruments; Motion
• ITRD Terms: 6155: Apparatus (measuring); 3455: Bridge; 8525: Conference; 5473: Dynamics; 6226: In situ; 6136: Measurement; 5483: Movement
• Subject Areas: Bridges and other structures;

Filing Info

• Accession Number: 00631195
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 3-433-01235-0
• Files: ITRD
• Created Date: Jul 1 1993 12:00AM