...
机译:用3D全坝模型对混凝土重力坝进行地震非线性分析。
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, 20 West Chegongzhuang Rd., Beijing, 100048, China;
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, 20 West Chegongzhuang Rd., Beijing, 100048, China;
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, 20 West Chegongzhuang Rd., Beijing, 100048, China;
Concrete gravity dam; Seismic responses; Full dam model; Contraction joints; Nonlinear;
机译:用3D全坝模型对混凝土重力坝进行地震非线性分析。
机译:混凝土重力水坝非线性地震分析的地面运动缩放程序研究
机译:损伤力学方法研究大坝-水库-基础相互作用对混凝土重力坝非线性地震行为的影响
机译:混凝土重力坝的地震分析:非线性断裂力学模型和大小尺度效应
机译:混凝土重力坝非线性地震反应的试验研究。
机译:基于非线性参数分析的钢筋混凝土建筑地震易损性指标方法开发
机译:混凝土重力坝非线性地震反应的试验研究
机译:混凝土重力坝非线性地震响应的试验研究