| [1] | 耿波. 桥梁船撞安全评估［D］. 上海: 同济大学，2007.GENG Bo. Safety Assessment of Bridges due to Vessels Impact ［D］. Shanghai: Tongji University，2007.
|
| [2] | 包龙生，李亮，于玲，等. 基于概率有限元的船撞薄壁高桥墩可靠性分析［J］. 沈阳建筑大学学报: 自然科学版，2011，27 (1): 46-51.BAO Long-sheng，LI Liang，YU Ling， et al. The Reliability Analysis of Ship Collision with Thin-walled High Bridge Pier Based on the Finite Element ［J］.Journal of Shenyang Jianzhu University: Natural Science Edition，2011，27 (1): 46-51.
|
| [3] | PROSKE D，CURBACH M. Risk to Historical Bridges due to Ship Impact on Risk to Historical Bridges due to Ship Impact on German Inland Waterways ［J］.Reliability Engineering and System Safety，2005，90 (2 /3): 261-270.
|
| [4] | TB10002. 1—2005，铁路桥涵设计基本规范［S］.TB10002. 1—2005， Fundamental Code for Design on Railway Bridge and Culvert ［S］.
|
| [5] | 林铁良. 船撞桥偏航角分布研究［J］. 结构工程师，2007，23 (1): 31-37.LIN Tie-liang. Research on Aberrancy Angle Probability Distribution for Ship Colliding with Bridge Piers ［J］.Structural Engineers，2007，23 (1): 31-37.
|
| [6] | 耿波，汪宏，王君杰. 三峡库区桥梁船撞主要影响参数的概率模型［J］. 同济大学学报: 自然科学版，2008，36 ( 4): 111-115.GENG Bo，WANG Hong，WANG Jun-jie. Probabilistic Model of Influence Parameters for Vessel-bridge Collisions in Three-gorges Reservoir ［J］. Journal of Tongji University: Natural Science Edition，2008，36(4): 111-115.
|
| [7] | JCSS －OSTL/DIA/VROU －10 －11—2000， Probabilistic Model Code ［S］.
|
| [8] | BUCHER C G. A Fast and Efficient Response Surface Approach for Structural Reliability Problems ［J］.Structural Safety，1990，7 (1): 57-66.
|
| [9] | 张哲，李生勇，石磊，等. 结构可靠度分析中的改进响应面法及其应用［J］. 工程力学，2007，24 (8): 111-115.ZHANG Zhe，LI Sheng-yong， SHI Lei， et al. An Improved Response Surface Method for Structural Reliability Analysis and Its Application ［J］. Engineering Mechanics，2007，24 (8): 111-115.
|
| [10] | ALLAIX D L，CARBONE V I. An Improvement of the Response Surface Method ［J］. Structural Safety，2011，33 (2): 165-172.
|
| [11] | 武清玺，卓家寿. 结构可靠度分析的变f 序列响应面法及其应用［J］. 河海大学学报，2001，29 (2): 75-78.WU Qing-xi，ZHUO Jia-shou. A Sequential Response Surface Method with Various f and Its Application to Structural Reliability Analysis ［J］. Journal of Hehai University，2001，29 (2): 75-78.
|
| [12] | 徐腾飞，赵人达，向天宇，等. 钢管混凝土高墩非线性稳定承载能力可靠度分析［J］. 土木建筑与环境工程，2010，32 (2): 60-63.XU Teng-fei，ZHAO Ren-da，XIANG Tian-yu，et al. Reliability Analysis of Ultimate Bearing Capacity of Concrete-filled Tube High Piers ［J］. Journal of Civil，Architectural ＆ Environmental Engineering， 2010， 32(2): 60-63.
|
| [13] | 武清玺. 结构可靠性分析及随机有限元法: 理论方法工程应用及程序设计［M］. 北京: 机械工业出版社，2005.WU Qing-xi. Structural Reliability Analysis and Stochastic Finite Element Method: Theory， Method:Engineering Application and Procedure Design ［M］.Beijing: China Machine Press，2005.
|
| [14] | 黄炎生，宋欢艺，蔡健. 钢筋混凝土偏心受压构件增大截面加固后可靠度分析［J］. 工程力学，2010，27(8): 146-151.HUANG Yan-sheng， SONG Huan-yi， CAI Jian.Reliability Analysis of Reinforced Concrete Members Strengthening by Augmented Section under Eccentric Compression ［J］. Engineering Mechanics， 2010， 27(8): 146-151.
|
| [15] | AASHTO. Guide Specification and Commentary for Vessel Collision Design of Highway Bridges ［S］. Washington，D. C.: AASHTO，2009.
|
| [16] | DAVIDSON M T，CONSOLAZIO G R. Development of an Improved Probability of Collapse Expression for Bridge Piers Subject to Barge Impact ［C］ ∥ 2010 Structures Congress. Orllando: ASCE，2010: 3321-3332.
|
| [17] | 李扬海，鲍卫刚，郭修武，等. 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，BAO Wei-gang，GUO Xiu-wu，et al.Reliability and Probability Limit State Design for Highway Bridge Structure ［M］. Beijing: China Communications Press，1997.
|
| [18] | MANSOUR A E，WIRSCHING P H. Sensitivity Factors and Their Application to Marine Structures ［J］. Marine Structures，1995，8 (3): 229-255.
|
| [19] | 吕震宙，宋述芳，李洪双，等. 结构机构可靠性及可靠性灵敏度分析［M］. 北京: 科学出版社，2009.L Zhen-zhou，SONG Shu-fang，LI Hong-shuang，et al. Analysis of Structure and Mechanism Reliability and Reliability Sensitivity ［M］. Beijing: Science Press，2009.
|
