共 27 条
- [1] WU Q, TAKAHASHI K, NAKAMURA S., Non-linear response of cables subjected to periodic support excitation considering cable loosening, Journal of Sound and Vibration, 271, 1, pp. 453-463, (2004)
- [2] LILIEN J L, COSTA A P DA., Vibration amplitudes caused by parametric excitation of cable stayed structures, Journal of Sound and Vibration, 174, 1, pp. 69-90, (1994)
- [3] DAS R, PANDEY A D, SOUMYA, Et al., Progressive collapse of a cable stayed bridge, Procedia Engineering, 144, pp. 132-139, (2016)
- [4] ZHOU Y F, CHEN S R., Numerical investigation of cable breakage events on long-span cable-stayed bridges under stochastic traffic and wind, Engineering Structures, 105, pp. 299-315, (2015)
- [5] WANG H, MAO J X, XU Z D., Investigation of dynamic properties of a long-span cable-stayed bridge during typhoon events based on structural health monitoring[J], Journal of Wind Engineering and Industrial Aerodynamics, 201, (2020)
- [6] KIM B H, PARK T., Estimation of cable tension force using the frequency-based system identification method, Journal of Sound and Vibration, 304, pp. 660-676, (2007)
- [7] REN W X, HU W H., Cable modal parameter identification.Ⅰ:theory[J], Journal of Engineering Mechanics, 135, 1, pp. 41-50, (2009)
- [8] REN W X, HU W H., Cable modal parameter identification. Ⅱ:modal tests[J], Journal of Engineering Mechanics, 135, 1, pp. 51-61, (2009)
- [9] YAN B F, CHEN Z C, ZHU Z G., Cable force identification based on non-contact photogrammetry system, Journal of Hunan University (Natural Sciences), 42, 11, pp. 105-110, (2015)
- [10] TANG S H, FANG Z, YANG S., Practical formula for the estimation of cable tension in frequency method considering the effects of boundary conditions, Journal of Hunan University (Natural Sciences), 39, 8, pp. 7-13, (2012)