OPTIMAL CONTROL OF ADAPTIVE/SMART BRIDGE STRUCTURES

Active controllers can modify a structure's behavior during dynamic loadings, such as impact, wind, or earthquake loadings. These structures capable of self-modification are known as smart structures. Smart-structure technology has long-term value in preventing loss of life and damage to structure and its content, particularly for large structures with hundreds of members. The authors present a computational model for active control of large adaptive structures subjected to dynamic loadings such as impact, wind, and earthquakes. The governing differential equations of the open-loop and closed-loop systems are expressed, and a recursive approach is presented for calculating the response of the structure. A robust parallel-vector algorithm is developed for the recursive solution of the response of the open-loop and closed-loop systems. The computational model is applied to active control of large bridges. Investigators examine three schemes for optimal placement of controllers in bridge structures. Results are presented for single-span, multispan continuous, and curved steel-truss bridges.

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00735077
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Mar 23 1997 12:00AM