Structural Monitoring of Cable-Stayed Bridge: Analysis of GPS versus Modeled Deflections-Reference-Cited by-同舟云学术

Structural Monitoring of Cable-Stayed Bridge: Analysis of GPS versus Modeled Deflections

Published:2007-02 Issue:1 Volume:133 Page:23-28
ISSN:0733-9453
Container-title:Journal of Surveying Engineering
language:en
Short-container-title:J. Surv. Eng.

Author:

Watson Christopher¹²³,Watson Tim¹²³,Coleman Richard¹²³

Affiliation:

1. Lecturer, Centre for Spatial Information Science, School of Geography and Environmental Studies, Univ. of Tasmania, Private Bag 76, Hobart, Australia 7001.

2. Engineer, Jenkins & Potter, Consulting Engineers, 1st Floor, 67-74 Saffron Hill, London EC1N 8QX, U.K.

3. Professor, School of Geography and Environmental Studies, Univ. of Tasmania, Private Bag 78, Hobart 7001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9453%282007%29133%3A1%2823%29

Reference15 articles.

1. GPS in Pioneering Dynamic Monitoring of Long-Period Structures

2. Continuous GPS Monitoring of Structural Deformation at Pacoima Dam, California

3. Bridge monitoring by GPS;Hyzak M.;Surveying World,1995

4. Leach M. (1992). “Results from a bridge motion monitoring experiment.” Proc. 6th Int. Geodetic Symp. on Satellite Positioning Ohio State Univ. Columbus Ohio 801–810.

5. Dynamic Deformation Monitoring of Tall Structure Using GPS Technology

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