车站形式为半地下一层、地上二层，四柱三跨框架式高架车站。
The station is an elevated frame-type building consisting of a semi-underground storey and two above-ground stories supported by four colonnades that create three spans.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
选取多层单跨预应力混凝土空间框架为研究对象，考察其在三种地震波作用下的动力反应。
As the research object, the dynamic response of a multilayer single-span PC space frame is analyzed which is subjected to three earthquakes.
计算分析一个四跨三层框架结构在比例加载和非比例加载下的倒塌顺序。
It will calculate and analyse a frame of 4 spans and 3 storeys' collapse order under the proportional load and non-proportional load.
计算分析一个四跨三层框架结构在比例加载和非比例加载下的倒塌顺序。
It will calculate and analyse a frame of 4 spans and 3 storeys' collapse order under the proportional load and non-proportional load.
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