ON THE OPTIMAL SAMPLED DATA CONTROL OF STRINGS OF VEHICLE AND SAMPLED-DATA CONTROL OF HIGH-SPEED TRAINS

THESE PAPERS DEAL WITH THE CONTROL OF THE POSITIONS AND VELOCITIES OF HIGH-SPEED VEHICLES IN A SINGLE GUIDEWAY. (THE SECOND ONE LISTED ABOVE IS ESSENTIALLY THE SAME AS THE FIRST EXCEPT THAT IT CONTAINS AN APPENDIX WITH A DETAILED LISTING OF THE COMPUTER ALGORITHMS USED.) EACH AND EVERY VEHICLE MEASURES ITS POSITION AND VELOCITY EVERY T SECONDS. THE APPROPRIATE ACCELERATIONS TO BE APPLIED TO EACH VEHICLE ARE CONSTRAINED TO BE CONSTANT DURING THE SAMPLING INTERVAL THE CONTROL COST-FUNCTION PENALIZES THE SYSTEM FOR ANY DEVIATIONS FROM THE DESIRED HEADWAY AND VELOCITY. THE REQUIRED CONTROL ACCELERATIONS ARE OBTAINED BY DERIVING THE SYSTEM EQUATIONS IN DISCRETE-TIME. THROUGH THE USE OF AVAILABLE RESULTS IN THE THEORY OF DISCRETE OPTIMAL CONTROL, THE OPTIMAL LINEAR TIME-INVARIANT SAMPLED-DATA FEEDBACK CONTROL SYSTEM IS DETERMINED. THE GENERAL RESULTS ARE PRESENTED AND ARE USED TO STUDY THE EFFECT OF CHANGING THE SAMPLING TIME T UPON THE CONTROL-SYSTEM PERFORMANCE. SINCE, IN GENERAL, THE COST OF THE COMMUNICATION SYSTEM (IN TERMS OF REQUIRED CHANNEL CAPACITY, BAND-WIDTH, ETC.) DECREASES WITH INCREASING VALUES OF THE SAMPLING TIME, THE SYSTEM DESIGNER HAS THE CAPABILITY OF CONDUCTING TRADE-OFF STUDIES INVOLVING THE DETERIORATION OF THE CONTROL SYSTEM PERFORMANCE VS. THE DECREASE IN THE COST OF COMMUNICATION AS THE SAMPLING TIME IS INCREASED. /AUTHOR/

  • Availability:
  • Supplemental Notes:
    • Vol 2, pp 362-382
  • Corporate Authors:

    Massachusetts Institute of Technology

    Department of Civil Engineering, 77 Massachusetts Avenue
    Cambridge, MA  United States  02139
  • Authors:
    • LEVIS, A H
    • Athans, M
  • Publication Date: 1968-11

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00225677
  • Record Type: Publication
  • Source Agency: Traffic Systems Reviews & Abstracts
  • Files: TRIS
  • Created Date: Jul 21 1970 12:00AM