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Robustness of Load and Resistance Design Factors for RC Columns with Wind-Dominated Combination Considering Random Eccentricity

机译：考虑随机偏心的风支组合RC柱荷载和阻力设计系数的稳健性

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Jiang Y; Zhou H; Beer M; Wang L; Zhang J; Zhao L;
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年度 2017
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1. Robustness of Load and Resistance Design Factors for RC Columns with Wind-Dominated Combination Considering Random Eccentricity [J] . Jiang Youbao, Zhou Hao, Beer Michael, Journal of structural engineering . 2017,第4期

机译：考虑随机偏心的风支组合RC柱荷载和阻力设计系数的稳健性
2. Reliability evaluation of reinforced concrete columns designed by Eurocode for wind-dominated combination considering random loads eccentricity [J] . Jiang Youbao, Peng Suixiang, Beer Michael, Advances in Structural Engineering . 2020,第1期

机译：Eurocode设计的考虑随机载荷偏心的风支组合钢筋混凝土柱的可靠性评估
3. C_m-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends [J] . Luiz C. Leite, Jose L. Bonet, Luis Pallares, Engineering Structures . 2014,第JULa15期

机译：偏心和端部偏斜载荷不相等的情况下，RC细长柱的C_m因子
4. Robust Analysis of Current Reliability-Based Design Method for RC Columns with Tension Failure under Random Eccentricity [C] . Youbao Jiang, Qiang Liao, Yihua He International conference on vulnerability and risk analysis and management;International symposium on uncertainty, modeling and analysis . 2014

机译：随机偏心下基于拉力破坏的RC柱基于电流可靠度设计方法的稳健分析
5. Calibration of resistance factors for load and resistance factor design of driven piles for bridge foundations. [D] . Su, Yu-Ting. 2005

机译：荷载阻力系数的标定和桥梁基础打桩的阻力系数设计。
6. Evaluation of Structural Robustness against Column Loss: Methodology and Application to RC Frame Buildings [O] . Yihai Bao, Joseph A. Main, Sam-Young Noh -1

机译：评估抗柱损失的结构稳健性：方法和在钢筋混凝土框架建筑中的应用
7. A STOCHASTIC LIVE LOAD MODEL FOR COLUMN DESIGN AND LOAD REDUCTION FACTOR FOR MULTIPLE STORY COLUMNS [O] . Hideki IDOTA, Tetsuro ONO 1994

机译：多层列的列设计和负载减少系数的随机现场负荷模型
8. Load and Resistance Factor Design (LRFD) Resistance Factor for Augercast In Place Piles, Summary. [R] . McVay, M. 2016

机译：augercast就地桩的荷载和阻力系数设计（LRFD）阻力系数，总结。

Robustness of Load and Resistance Design Factors for RC Columns with Wind-Dominated Combination Considering Random Eccentricity

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