Noncontact Photogrammetric Measurement of Vertical Bridge Deflection

Author:

Jáuregui David V.1,White Kenneth R.2,Woodward Clinton B.2,Leitch Kenneth R.3

Affiliation:

1. Assistant Professor, Dept. of Civil and Geological Engineering, New Mexico State Univ., Las Cruces, N.M. 88003.

2. Professor, Dept. of Civil and Geological Engineering, New Mexico State Univ., Las Cruces, N.M. 88003.

3. Assistant Professor, Civil Engineering Dept., Valparaiso Univ., Valparaiso, IN 46383.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Bearing Restraint in Slab‐on‐Girder Bridges

2. Bales F. B. (1985). “Close-range photogrammetry for bridge measurement.” Transportation Research Record 950 Transportation Research Board Washington D.C. 39–44.

3. A picture of bridge health.;Bartel J.;NTIAC (Nondestructive Testing Information Analysis Center) Newsletter,2001

4. The measurement of deformation of a bridge by moiré photography and photogrammetry

5. FotoG-FMS User Manual . (2000). Vexcel Corporation Boulder Colo.

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