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机译:弯桥的数值和混合分析及数值模型的标定方法
Department of Civil Engineering, The University of Memphis, 3815 Central Avenue Room 106C, Memphis 38152, TN, USA;
Department of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N Mathews Avenue, Urbana 61801, IL, USA;
Department of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N Mathews Avenue, Urbana 61801, IL, USA;
Department of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N Mathews Avenue, Urbana 61801, IL, USA;
Department of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N Mathews Avenue, Urbana 61801, IL, USA;
Department of Civil and Environmental Engineering, Ceorge Washington University, 801 22nd Street NW, DC 20052, USA;
Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou 510405, China;
Curved bridge; Hybrid simulation; Numerical model calibration; Combined actions; Multi-directional loading;
机译:水平弯曲钢筋混凝土桥梁使用数值标定方法的脆性分析进展
机译:弯曲3墩桥的数值混合模拟建模验证(钢筋混凝土桥墩(CABER)项目的组合动作调查)
机译:基于单轴拉伸和膨胀试验的混合实验数值分析的韧性损伤模型校准方法
机译:曲线四跨桥的混合模拟:数值和混合实验/分析结果以及数值模型校准方法的比较(钢筋混凝土桥墩(CABER)项目联合作用研究)
机译:结合有限元和边界元方法的混合数值技术,用于对弹性动力散射问题进行建模。
机译:基于氢渗透曲线的钢中捕获位点密度分析方法的数值评价
机译:曲线桥模型两曲线I梁试验结果与横向屈曲阻力数值对比研究