Detection of Structural Damage in Building using Changes in Modal Damping Mechanism. I, J.E.M.S, vol.3, issue.3, pp.250-255, 2012. ,
Field measurement of damping and natural frequency of an actual steel-framed building over a wide range of amplitudes, Journal of Wind Engineering and Industrial Aerodynamics, vol.59, issue.2-3, pp.325-347, 1989. ,
DOI : 10.1016/0167-6105(96)00015-3
Seismic Performance of a Fullscale Polypropylene Fiber Reinforced Cement Composite Bridge column Based on E-Defense Shake- Table Experiments, Proceedings of the international Symposium for Bridge Earthquake Engineering in Honor of Retirement of Professor Kazuhiko Kawashima, 2013. ,
Seismic Design and Retrofit of Bridges, 12WCEE, 2000. ,
Ambient and free vibration tests of the Millau Viaduct. Evaluation of alternative processing strategies, Engineering Structures 45, pp.372-384, 2012. ,
COMPARATIVE STUDY OF MODAL ANALYSIS TECHNIQUES FOR BRIDGE DYNAMIC CHARACTERISTICS, Mechanical Systems and Signal Processing, vol.17, issue.5, pp.965-988, 2003. ,
DOI : 10.1006/mssp.2002.1568
M (1996) Seismic Design and Retrofit of Bridges. TG300, 1996. ,
Experimental Investigation on Vibrational Property Change of Bridge Model under Various Input Level, Journal of Structural Engineering, vol.59, pp.261-271, 2013. ,
MECHANISM OF SEISMIC RESPONSE OF A PC CABLE-STAYED BRIDGE SUBJECTED TO A LONG-PERIOD SEISMIC EXCITATION, Doboku Gakkai Ronbunshuu A, vol.64, issue.4, pp.982-1001, 2008. ,
DOI : 10.2208/jsceja.64.982
Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds, Journal of Wind Engineering and Industrial Aerodynamics, vol.59, issue.2-3, pp.115-130, 1996. ,
DOI : 10.1016/0167-6105(96)00003-7