Laboratory and Field Evaluation of Piezoelectric Weigh-in-Motion Sensors

2001 ◽  
Vol 29 (6) ◽  
pp. 535 ◽  
Author(s):  
RE Petersen ◽  
RE Link ◽  
AT Papagiannakis ◽  
EC Johnston ◽  
S Alavi ◽  
...  
1998 ◽  
Author(s):  
Rajesh K. Panda ◽  
Patrick J. Szary ◽  
Ali Maher ◽  
Ahmad Safari

Author(s):  
Fatemeh Sayyady ◽  
Yahya Fathi ◽  
George F. List ◽  
John R. Stone

This paper considers the problem of finding optimal sensor locations on a traffic network with the goal of characterizing system use overall. The problem is studied for two practical scenarios. In the first scenario, it is assumed that there is a given number of sensors (p) to be located on the highway network. In this context, the problem is to find a collection of p locations among a given collection of candidate locations. In the second scenario, it is assumed that there is a cost (ci) associated with installing a sensor at each candidate location i and a total budget b. In this context, the problem is to find a collection of locations that provide the best possible characterization given the budget constraint. A metric is proposed for evaluating a potential solution, and then appropriate mathematical models are proposed for solving the problem for each scenario. It is shown that the budget-constrained problem is an extension of the well-known p-median problem. A new Lagrangian heuristic algorithm is presented for solving large instances of this problem when a budget constraint is imposed. A comprehensive computational experiment is used to demonstrate that the Lagrangian heuristic algorithm provides solutions for large-scale networks within reasonable execution times. Examples are based on locating weigh-in-motion sensors on a large-scale highway network.


1997 ◽  
Vol 1594 (1) ◽  
pp. 140-146 ◽  
Author(s):  
Vijay K. Saraf ◽  
Andrzej S. Nowak

The objective of the study was to verify the load-carrying capacity of an existing steel girder bridge. The selected structure was a 70-year-old deteriorated bridge in Michigan. The load-carrying capacity of the bridge was in question because of extensive corrosion of the steel girders. An initial rating indicated that the bridge had a marginal operating rating factor for 11-axle two-unit trucks, which are the heaviest vehicles allowed in Michigan. To avoid the load limit posting, it was decided that investigators would verify by nondestructive testing whether the bridge is safe to carry normal truck traffic. The test procedures used on the selected bridge included tests for obtaining stress histogram measurements and weigh-in-motion measurements and a proof load test. The methodology and the results are described.


Author(s):  
Ronald White ◽  
Jongchul Song ◽  
Carl Haas ◽  
Dan Middleton

Author(s):  
A. T. Papagiannakis ◽  
E. C. Johnston ◽  
S. Alavi

2013 ◽  
Vol 139 (9) ◽  
pp. 913-922
Author(s):  
Shahram Hashemi Vaziri ◽  
Carl T. Haas ◽  
Leo Rothenburg ◽  
Ralph C. Haas

2001 ◽  
Vol 1769 (1) ◽  
pp. 95-102 ◽  
Author(s):  
Sirous H. Alavi ◽  
Joseph A. Mactutis ◽  
Scott D. Gibson ◽  
A. Thomas Papagiannakis ◽  
David Reynaud

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