论文著作 |
发表学术论文40余篇，其中SCI/EI收录30余篇，部分论文信息如下： (1) Xiaoya Bian, Xuyong Chen, Hongyin Yang, Chen You. Improved nonprobabilistic global optimal solution method and its application in bridge reliability assessment. Advances in Civil Engineering, 2019(2019): 1-8. (SCI收录) (2) Xiaoya Bian, Zhijun Xu, Jun Zhang. Resistance factor calculations for LRFD of driven piles based on setup effects. Results in Physics, 2018, 11: 489-494.（SCI收录） (3) Xiaoya Bian, Xuyong Chen, Hailin Lu, Junjie Zheng, Determination of base and shaft resistance factors for reliability-based design of piles, Journal of the South African Institution of Civil Engineering, 2018, 60(2): 53-60. (SCI,EI收录) (4) Xiao-ya Bian, Jun-jie Zheng, Rong-jun Zhang, Zhi-jun Xu, Reliability analysis for serviceability limit state of pile groups foundation, KSCE Journal of Civil Engineering, 2018, 22(1): 54-61.（SCI,EI收录） (5) Xuyong Chen, Qian Chen, Xiaoya Bian（通讯作者）, Jianping Fan, Reliability evaluation of bridges based on non-probabilistic response surface limit method, Mathematical Problems in Engineering, 2017, 2017(2017): 1-10.（SCI,EI收录） (6) Rongjun Zhang, Junjie Zheng, Xiaoya Bian（通讯作者）, Experimental investigation on effect of curing stress on the strength of cement-stabilized clay at high water content, Acta Geotechnica, 2017, 12(4): 921-936.（SCI收录） (7) X.Y. Bian, X.Y. Chen, H.L. Lu, J.J. Zheng. Calibrating resistance factor and factor of safety of driven piles considering set-up effects. The 2nd International Symposium on Asia Urban GeoEngineering (ISAUG2017). 2017.11.24-2017.11.27, Changsha, China. pp. 2018: 401−411. (EI收录) (8) Xiao-ya Bian, Jun-jie Zheng, Zhi-jun Xu, Incorporating serviceability limit state requirements into reliability-based analysis and design of piles, KSCE Journal of Civil Engineering, 2015, 19(4): 904-910.（SCI,EI收录） (9) BIAN Xiao-ya, ZHENG Jun-jie, XU Zhi-jun, ZHANG Rong-jun, Target reliability index for serviceability limit state of single piles, Journal of Central South University, 2015, 22(1): 310-316.（SCI,EI收录） (10) 边晓亚，郑俊杰，徐志军，考虑参数和模型不确定性的基桩正常使用极限状态可靠度分析，岩土力学，2014，35（11）：3317-3322.（EI收录） |
