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机译:研究可变形面板对重力码头墙地震位移的影响
School of Civil Engineering, University of Tehran, P.O. Box 11155/4563, 16 Azar Street, Enghelab Avenue, Tehran, Iran;
School of Civil Engineering, University of Tehran, P.O. Box 11155/4563, 16 Azar Street, Enghelab Avenue, Tehran, Iran;
Department of Civil Engineering, University of Tokyo, 7-3-1 Hongo, Bunkyo-ku. Tokyo 113-8656, Japan;
School of Civil Engineering, University of Tehran, P.O. Box 11155/4563, 16 Azar Street, Enghelab Avenue, Tehran, Iran;
School of Civil Engineering, University of Tehran, P.O. Box 11155/4563, 16 Azar Street, Enghelab Avenue, Tehran, Iran;
School of Civil Engineering, University of Tehran, P.O. Box 11155/4563, 16 Azar Street, Enghelab Avenue, Tehran, Iran;
gravity quay walls; shaking table 1-g test; displacement reducer panel; mitigation; seismic performance; caisson;
机译:考虑回填土中孔隙压力过大的重力码头墙的地震旋转位移
机译:折断重力码头墙的地震位移
机译:使用摇柱测试的动态载荷引起的驼背重力码头壁位移
机译:沉箱码头墙地震反应的试验研究
机译:由于倾斜和滑动,重力挡土墙的地震位移
机译:热水散热器和电天花板和墙板辐射热对学校供暖儿童生理影响的比较研究
机译:改进回填后重力型码头墙面抗震性能的离心模型
机译:降低填充墙对钢框架非线性地震反应影响的初步研究