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机译:拟动力法研究斜荷载作用下浅水平锚索的抗震承载力。
Department of Civil Engineering, Indian Institute of Technology (IIT) Bombay, Powai, Mumbai 400076, India;
Department of Civil Engineering, Indian Institute of Technology (IIT) Bombay, Powai, Mumbai 400076, India;
Department of Civil Engineering, Indian Institute of Technology (IIT) Bombay, Powai, Mumbai 400076, India;
Horizontal strip anchor; Koetters equation; Oblique load; Limit equilibrium method; Pseudo-dynamic approach; Soil amplification; Seismic uplift capacity; Closed-form analytical solution;
机译:用伪动力法估算水平带状锚杆的抗震能力
机译:浅带锚的地震隆起能力:一种新的伪动态上限极限分析
机译:考虑地震荷载的斜坡附近水平带状板锚的抗拔承载力
机译:无粘性土中水平加载水平锚杆的拟静力提升能力
机译:桩锚和水平板锚升力容量的研究
机译:水平地震力下桩液化沙土基础的垂直承载力
机译:拟动力法研究斜荷载作用下浅水平锚索的抗震承载力。