摘要: |
Advanced nondestructive evaluation (NDE) and nondestructive flaw-detection technologies (NDT), developed partly through the assistance of a recent Federal Highway Administration (FHWA) applied research program, played a vital role in a successful emergency structural evaluation program undertaken by the Alabama Department of Transportation to assess potential wind-induced damage to a major cable-stayed span in Mobile. On February 26, 1998, a number of stay cables on the Cochrane Bridge unexpectedly began vibrating at high amplitudes during a period of light rain and high winds. This rain/wind vibration phenomenon has affected a large number of cable-stayed bridges worldwide. Such high-amplitude vibrations can affect the strength and useful life of the cables and the bridge. A stay-cable assessment team devised and implemented a comprehensive test program to assess the presence and extent of stay-cable damage. This field assessment program was the first of its kind in terms of scope, comprehensiveness, and speedy response to be conducted on any cable-stayed bridge span in the United States. The following technologies were adapted: laser-based stay-cable force measurements, ultrasonic testing, and detailed laser-based stay-cable damping measurements. Forces in all 96 cables were measured in 3 days. As an important complement to the stay-cable structural evaluation protocol, an ultrasonic flaw detection technique was adapted to conduct a complete examination of the stay anchorages. Based on test results, it was recommended that mechanical viscous dampers designed to eliminate rain/wind-induced vibration be installed during the Cochrane span's upcoming maintenance cycle. |