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机译:地下储层结构的抗震性能:离心模型对结构刚度影响的启示
Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309;
Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309;
Los Angeles Dept. of Water and Power, Los Angeles, CA 90012;
Hushmand Associates, Inc., Irvine, CA 92618;
Civil Engineering, Univ. of Colorado, Boulder, CO 80309;
Univ. of New Hampshire, Durham, NH 03824;
Univ. of California at San Diego, San Diego, CA 92093;
Los Angeles Dept. of Water and Power, Los Angeles, CA 90012;
Los Angeles Dept. of Water and Power, Los Angeles, CA 90012;
机译:地下储层结构的抗震性能:离心模型对回填土类型和几何形状的影响
机译:离心研究场地响应,相对刚度和运动学约束对地下储层结构抗震性能的影响
机译:离心研究场地响应,相对刚度和运动学约束对地下储层结构抗震性能的影响
机译:离心机研究:场地响应对埋藏式储层结构抗震性能的影响
机译:地下储层结构的抗震性能。
机译:一种新颖的基于流的几何放大方法将三维复杂的亚地震断层带结构表示为动态储层模型
机译:地下水库结构的地震性能:从离心机建模对结构刚度影响的洞察