Using inclinometers to measure bridge deflection

Journal of Bridge Engineering

Volumn 10, Issue 5, 2005, Pages 564-569

  Hou, Xingmin ^a,b   Yang, Xueshan ^a   Huang, Qiao ^b  

^a INSTITUTE OF GEOPHYSICS   (China)

^b HARBIN INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Bridges; Deflection; Dynamic tests; Measuring instruments; Static tests

Indexed keywords

ACCIDENT PREVENTION; COMPUTATIONAL METHODS; DEFLECTION (STRUCTURES); PARAMETER ESTIMATION; RIVERS; SPEED;

BRIDGE DEFLECTION; DYNAMIC TESTS; MEASURING INSTRUMENTS; STATIC TESTS;

BRIDGES;

EID: 24944535369     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:5(564)     Document Type: Review

References (4)

1. Hou, X. M., Yang, X. S., Liao, Z. P., and Ma, S. L. (2002). "Bridge deflection dynamic measurement." Earthquake Eng. Eng. Vibration, 22(1), 67-72.
2. Xie, Y., Yan, P. Q., and Mao, L. S. (1999). "Inertial measurement method for railway bridge dynamic deflection." Chin. J. Sci. Instrum., 20(1), 20-22.
3. Yang, X. S., Hou, X. M., Liao, Z. P. and Huang, Z. P. (2002). "A new method for bridge deflection measurement." Chin. J. Civ. Eng., 35(2), 92-96.
4. Yang, X. S., and Ma, S. L. (2002). "Measuring method for transient response of QY inclinometer." Earthquake Eng. Eng. Vibration, 22(2), 97-100.