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Resilience-based Seismic Design Optimization of typical Highway RC Bridges by Response Surface Method and NSGA-II Algorithm

机译：响应面法和NSGA-II算法典型公路RC桥梁的弹性基地抗震设计优化

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Sicong Hu; Baokui Chen; Guquan Song; Lianhua Wang;
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1. Risk-Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA-II [J] . Sicong Hu, Yixuan Zou, Yufeng Gai, Advances in civil engineering . 2021,第a期

机译：使用响应面法和NSGA-II的RC墩的风险基于多目标最佳地震设计
2. Seismic fragility assessment framework for highway bridges based on an improved uniform design-response surface model methodology [J] . Bulletin of earthquake engineering . 2020,第5期

机译：基于改进均匀设计响应表面模型方法的公路桥梁地震脆性评估框架
3. Effects of Pounding and Skewness on Seismic Responses of Typical Multispan Highway Bridges Using the Fragility Function Method [J] . Yili Huo, Jian Zhang Journal of bridge engineering . 2013,第6期

机译：撞击函数和偏度对脆性函数法对典型多跨公路桥梁地震响应的影响
4. Seismic Fragility Analysis of Bridge by Combining the Uniform Design Method and Response Surface Method [C] . Huihui LI, Lifeng LI, Wenpeng WU, IABSE Conference: Bridges and Structures Sustainability-Seeking Intelligent Solutions . 2016

机译：均匀设计法与响应面法相结合的桥梁地震易碎性分析。
5. Effectiveness of Seismic Bearings on a Typical Isolated Two-Column RC Bridge Pier Located in North Mississippi [D] . Joshi, Hemant Raj. 2021

机译：位于密西西比北部典型孤立双柱RC桥墩的抗震轴承的有效性
6. Seismic Assessment of RC Bridge Columns Retrofitted with Near-Surface Mounted Shape Memory Alloy Technique [O] . Ammar Abbass, Reza Attarnejad, Mehdi Ghassemieh 2020

机译：近表面安装式形状记忆合金技术加固的RC桥柱的抗震评估
7. Risk-Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA-II [O] . Sicong Hu, Yixuan Zou, Yufeng Gai, 2021

机译：使用响应面法和NSGA-II的RC墩的风险基于多目标最佳地震设计
8. An Investigation of the Effectiveness of Existing Bridge Design Methodology in Providing Adequate Structural Resistance to Seismic Disturbances. Phase III:Analytical Investigations of Seismic Response of Short,Single,or Multiple-Span Highway Bridges. [R] . chen, m. penzien, j. 1975

机译：现有桥梁设计方法对地震扰动提供足够结构抗力的有效性研究。第三阶段：短，单，或多跨公路桥梁地震响应的分析研究。

Resilience-based Seismic Design Optimization of typical Highway RC Bridges by Response Surface Method and NSGA-II Algorithm

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