蒋友宝,杨伟军.基于偏心距随机特性的RC框架柱承载能力抗震调整系数[J].中南大学学报:自然科学版,2012,43(7):2796-2802. JIANG You-bao,YANG Wei-jun. Seismic Adjustment Coefficient of Bearing Capacity for RC Frame Columns with Random Characteristics of Eccentricity[J].Journal of Central South University:Science and Technology Edition,2012,43(7):2796-2802.
[2]
蒋友宝,杨毅,杨伟军.基于弯矩和轴力随机相关特性的RC偏压构件可靠度分析[J].建筑结构学报,2011,32(8):106-112. JIANG You-bao,YANG Yi,YANG Wei-jun. Reliability Analysis Based on Random Correlative Characteristics between Moment and Axial Force for RC Member Subjected to Eccentric Compression[J].Journal of Building Structures,2011,32(8):106-112.
[3]
杨伟军,杨毅,蒋友宝.基于偏心距随机特性的混凝土偏心受压构件可靠度分析[J].长沙理工大学学报,2009,6(4):11-15. YANG Wei-jun,YANG Yi,JIANG You-bao. Reliability Analysis of RC Members Subjected to Eccentric Compression Based on Random Characteristics of Eccentricity[J].Journal of Changsha University of Science and Technology,2009,6(4):11-15.
[4]
JIANG Y B,YANG W J. An Approach Based on Theorem of Total Probability for Reliability Analysis of RC Columns with Random Eccentricity[J].Structural Safety,2013,41(1):37-46.
[5]
王军,宋一凡,贺拴海.圬工拱桥承载力可靠度分析[J].重庆交通学院学报,2005,24(3):8-10,15. WANG Jun,SONG Yi-fan,HE Shuan-hai. Analysis of Bearing Capacity Reliability on Masonry Arch-bridge[J].Journal of Chongqing Jiaotong Institute,2005,24(3):8-10,15.
[6]
GB/T50283—1999,公路工程结构可靠度设计统一标准[S]. GB/T50283—1999,Unified Standard for Reliability Design of Highway Engineering Structures[S].
[7]
李杨海.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997. LI Yang-hai. Design of Highway Bridge Structural Reliability and Probabilistic Limit State [M]. Beijing:China Communications Press,1997.
[8]
JTG D61—2005,公路圬工桥涵设计规范[S]. JTG D61—2005, Code for Design of Highway Masonry Bridges and Culverts[S].
[9]
FRANGOPOL D M,IDE Y,SPACONE E,et al. A New Look at Reliability of Reinforced Concrete Columns [J]. Structural Safety,1996,18(2/3):123-150.
[10]
HONG H P,ZHOU W. Reliability Evaluation of RC Columns[J].Journal of Structural Engineering,1999, 125(7):784-790.
[11]
MOHAMED A,SOARES R,VENTURINI W S. Partial Safety Factors for Homogeneous Reliability of Nonlinear Reinforced Concrete Columns[J]. Structural Safety,2001, 24(2):137-156.
[12]
MILNER D M,Jr.,SPACONE E,FRANGOPOL D M. New Light on Performance of Short and Slender Rein Forced Concrete Columns under Random Loads[J]. Engineering Structures,2001,23(1):147-157.
