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.
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