Journal of Civil, Construction and Environmental Engineering
Volume 5, Issue 2, April 2020, Pages: 35-49
Received: Apr. 29, 2020;
Accepted: May 11, 2020;
Published: May 15, 2020
Views 113 Downloads 132
Shijie Wang, School of Civil Engineering, Northeast Forestry University, Harbin, China; School of Civil and Architectural Engineering, Heilongjiang Institute of Technology, Harbin, China
Quansheng Sun, School of Civil Engineering, Northeast Forestry University, Harbin, China
Hongshuai Gao, School of Civil Engineering, Northeast Forestry University, Harbin, China
The strength, stiffness, and stability check calculations and the effect of earthquakes should be considered in the design of cable-stayed arch bridges with collaborative systems. This study aims to investigate the dynamic performance and structural response of cable-stayed arch bridges under seismic action. The space analysis model is enhanced of the Xiang Feng River Bridge using finite element software Midas Civil, whose lower foundation considers the effects of piles and soil. Firstly the vibration period, vibration frequency, and modal characteristics are computed, thus the dynamic performance is summarized of the bridge. Then, a proper seismic wave is selected according to engineering conditions and in terms of three orthogonal directions: inputting the adjusted El Centro seismic wave, considering Rayleigh damping, and calculating via the Newmark method. Furthermore, a time-history response analysis under the action of one-dimensional and multidimensional earthquake is performed. Lastly, the results of the response analysis is compared and the behavior characteristics of arch bridge is summarized under seismic action. The results show that the transverse stability problem of bridges is prominent and should be the focus of antiearthquake fortification, the inclined cable tower of this bridge is not conducive to the earthquake resistance of the structure in comparison with the vertical cable tower. and the influence of horizontal and vertical earthquake actions should be considered in antiearthquake designs.
Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge, Journal of Civil, Construction and Environmental Engineering.
Vol. 5, No. 2,
2020, pp. 35-49.
Xing-Wang Sheng, Wei-Qi Zheng, Zhi-Hui Zhu, Yong-Ping Qin, Jian-Guang Guo. Full-scale fatigue test of unit-plate ballastless track laid on long-span cable-stayed bridge [J]. Construction and Building Materials, 2020, 247.
Chuang Cui, You-Lin Xu, Qing-Hua Zhang, Feng-Yang Wang. Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges [J]. Engineering Structures, 2020, 212.
As useless as the russky island bridge [J]. Current Digest of the Russian Press, 2012, 64 (27).
Chao Zhao, Yunlong Xiong, Xingu Zhong, Zheng Shi, Sheng Yang. A two-phase modeling strategy for analyzing the failure process of masonry arches [J]. Engineering Structures, 2020, 212.
Huabing Fang, Ou Li. Load test of Chongqing Chaotianmen Yangtze River Bridge [J]. Railway Engineering, 2015 (02): 12-15.
Bruno D, Greco F, Lonetti P. A Parametric Study on the Dynamic Behavior of Combined Cable-Stayed and Suspension Bridges under Moving Loads [J]. International Journal for Computational Methods in Engineering Science and Mechanics, 2009, 10 (4): 243-258.
Klein P, Yamout M. Cable-Stayed Arch Bridge, Putrajaya, Kuala Lumpur, Malaysia [J]. Structural Engineering International, 2003, 13 (3): 196-199.
ZHAO Yue-yu, PENG He-xing, WANG Lian-hua. Stochastic Response of Cable-stayed Arch Bridge under Multi-component Seismic Excitation [J]. Journal of Highway & Transportation Research & Development, 2008, 2, 25.
Lu W, Zhou D, Chen Z. Practical Calculation of Cable-Stayed Arch Bridge Lateral Stability [J]. Applied Mechanics and Materials, 2014, 587-589: 1586-1592.
Wang W, Ph. D, Ph. D, et al. Dynamic Analysis of a Cable-Stayed Concrete-Filled Steel Tube Arch Bridge under Vehicle Loading [J]. Journal of Bridge Engineering, 2014, 20 (5): 04014082.
Li Y, Wang J L, Ge S S. Optimum Calculation Method for Cable Force of Concrete-Filled Steel Tube Arch Bridge in Inclined Cable-Stayed Construction [J]. Journal of Highway and Transportation Research and Development (English Edition), 2017, 11 (1): 42-48.
Dong X, Bin C, Lei L. Tensioning Process of Sanhao Arch Pylon Cable-Stayed Bridge [J]. Iabse Symposium Report, 2009, 96 (11): 49-56.
Lee B H K, Gong L, Wong Y S. Analysis and computation of nonlnear dynamic response of a two-degree-of-freedom system and its application in aeroelasticity [J]. Journal of Fluids & Structures, 1997, 11 (3): 225-246.
Zhixiong Li, Z. Peng. Nonlinear dynamic response of a multi-degree of freedom gear system dynamic model coupled with tooth surface characters: a case study on coal cutters [J]. nonlinear dynamics, 2015, 84 (1): 1-16.
Crampin S. Seismic-wave propagation through a cracked solid: polarization as a possible dilatancy diagnostic [J]. Geophysical Journal of the Royal Astronomical Society, 1978, 53 (3): 467-496.
Dimitri Komatitsch, J. Tromp. Spectral-Element Simulations of Global Seismic Wave Propagation-II. 3-D Models, Oceans, Rotation, and Self-Gravitation [J]. Geophysical Journal of the Royal Astronomical Society, 2002, 150 (1): 303–318.
Komatitsch D, Tromp J. A perfectly matched layer absorbing boundary condition for the second-order seismic wave equation [J]. Geophysical Journal of the Royal Astronomical Society, 2003, 154 (1): 146-153.
Komatitsch D, Martin R. An unsplit convolutional perfectly matched layer improved at grazing incidence for the seismic wave equation [J]. Geophysics, 2007, 72 (5): SM155-SM167.