潘洪科,边亚东,杨林德. 钢筋混凝土结构基于耐久性劣化度的可靠性分析 [J]. 建筑结构学报,2011,32(1): 105-109.PAN Hong-ke,BIAN Ya-dong,YANG Lin-de. ReliabilityAnalysis of Reinforced Concrete Structure Based onDurability and Deterioration Grade [J]. Journal ofBuilding Structures, 2011, 32 (1): 105-109.
[2]
程云虹,刘斌. 混凝土结构耐久性研究现状及趋势[J]. 东北大学学报, 2003, 24 (6): 600-605.CHENG Yun-hong,LIU Bin. Present and Tendency of theResearch on Durability of Reinforced Concrete Structure[J]. Journal of Northeastern University: Natural ScienceEdition, 2003, 24 (6): 600-605.
[3]
欧进萍. 重大工程结构智能传感网络与健康监测系统的研究与应用 [J]. 中国科学基金,2005,19 (1):8-12.OU Jin-ping. Research and Practice of Smart SensorNetworks and Health Monitoring Systems for CivilInfrastructures in Mainland China [J]. Bulletin ofNational Science Foundation of China,2005,19 (1):8-12.
[4]
JOHNSON P M,COUTURE A,NICOLET R. Report ofthe Commission of Inquiry into the Collapse of a Portion ofthe De La Concorde Overpass [R]. Canada: Governmentof Quebec, 2007: 1-15.
[5]
王玉倩, 程寿山, 李万恒,等. 国内外混凝土桥梁耐久性指标体系调查分析 [J]. 公路交通科技,2012,29(2): 67-72.WANG Yu-qian,CHENG Shou-shan,LI Wan-heng,etal. Investigation and Analysis on Durability Index Systemof Domestic and Foreign Concrete Bridges[J]. Journal ofHighway and Transportation Research and Development,2012, 29 (2): 67-72.
[6]
徐勇, 周志祥, 张奔牛. 混凝土桥梁裂缝仿生监测及工程应用研究 [J]. 公路交通科技,2011,28 (4):73-78.XU Yong,ZHOU Zhi-xiang,ZHANG Ben-niu. Study onBionic Crack Monitoring in Concrete Bridge and ItsApplication [J]. Journal of Highway and TransportationResearch and Development, 2011, 28 (4): 73-78.Concrete Bridges [R]. Queenstown, New Zealand:University of Canterbury, 1994: 83-94.
[7]
CALVI G M,PAVESE A. Conceptual Design of IsolationSystems for Bridge Structures [J]. Journal of EarthquakeEngineering, 1997,1 (1): 193 193-218.
[8]
CHOPRA A K. Modal Pushover Analysis Procedure toEstimate Seismic Demands for Buildings: Theory andPreliminary Evaluation,Report No. PEER- 2001/03[R]. Berkley: University of California at Berkley, 2001.
ISAKOVIC T. Regularity Indices for Bridge Structures[C]∥ Proceedings of the 12th World Conference onEarthquake Engineering. Auckland, New Zealand:University of Auckland, 2000: 1725-1732.
[11]
FAJAR P,GASPERSIC P. The N2 Method for the SeismicDamage Analysis of RC Buildings [J]. EarthquakeEngineering and Structure Dynamics,1996: 25 (1),23-67.
[12]
FAJAR P,FISCHINGER M. N2 Method for NonlinearSeismic Analysis of Regular Buildings [C] ∥ Proceedingsof the 9th World Conference of Earthquake Engineering.Tokyo: Maruzen, 1989: 111-116.
[13]
金菊,王淑涛. 中小跨径曲线梁桥半径变化对结构变形的影响分析 [J]. 河北工业大学学报,2007,36(4): 110-113.JIN Ju,WANG Shu-tao. Effect of Radius Variation onDeformation of Construction of Short and Medium SpanCurved Beam Bridge [J]. Journal of Hebei University ofTechnology,2007,36 (4): 110-113.
[14]
孙颖. 混凝土曲线梁桥简化抗震设计方法研究 [D].福州: 福州大学,2010: 21-31.SSUN Ying. Research on Simplified Seismic DesignMethod for Concrete Curved Bridges [D]. Fuzhou:Fuzhou University, 2010: 21-31.