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ZHAO Guohui, PAN Youdong.
Joint optimization of key parameters of transverse seismic isolation system for cable-stayed bridge with unequal height pylons
[J]. China Safety Science Journal, 2021, 31(4): 72-80.
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| [2] |
JU Xinghua, YANG Xiaohua, ZHANG Shasha.
Comprehensive inspection and analysis of trend in both settlement and deformation of railway subgrade
[J]. China Safety Science Journal, 2018, 28(3): 132-137.
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Study on Seismic Isolation Design Schemes of Railway Continuous Beam Bridge
[J]. China Safety Science Journal, 2011, 21(3): 120-.
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Safety Assessment of Long Span Continuous Rigid-flame Bridges with High Piers in Construction Period
[J]. China Safety Science Journal, 2008, 18(1): 139-.
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Causes and Lessons of Bridge Accidents in China in Resent Years
[J]. China Safety Science Journal, 2007, 17(11): 90-.
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On-line Monitoring Method for Stayed-cables Dynamic Response Based on Fiber Bragg Grating
[J]. China Safety Science Journal, 2004, 14(7): 98-.
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Influencing Factors of Running Safety on Railway Bridge--Study on Lateral Pier Stiffness
[J]. China Safety Science Journal, 2004, 14(2): 98-.
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Displacement-based Anti-seismic Design for Base-isolated Continuous Girder Bridges
[J]. China Safety Science Journal, 2004, 14(1): 65-.
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Velocity Pulse Effects of Near-fault Earthquakes and Isolation Characteristic of Continuous Girder Bridge
[J]. China Safety Science Journal, 2003, 13(12): 57-.
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Safety Evaluation of Seismic Design Principle of Ductile Bridges Specified in Eurocode 8
[J]. China Safety Science Journal, 2003, 13(11): 76-.
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Calculation of M-φ Curve of the Piers of Reinforced Concrete Bridge with Low Ratio Reinforcement
[J]. China Safety Science Journal, 2003, 13(10): 63-.
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Application of Fabry-Perot Optical Fiber Sensor in Monitoring the Normality of Bridge
[J]. China Safety Science Journal, 2003, 13(10): 73-.
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Risk Evaluation in Bridge Construction
[J]. China Safety Science Journal, 2003, 13(8): 46-.
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Determination of the Degradation Coefficient of Stiffness and Strength for Circular Piers of Reinforced Concrete Bridge
[J]. China Safety Science Journal, 2003, 13(8): 53-.
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Effect of Load Redistribution on the Reliability of Deteriorating Reinforced Concrete Bridge
[J]. China Safety Science Journal, 2003, 13(8): 60-.
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