进行了钢管混凝土哑铃型梁的试验与分析。
Bending of concrete filled steel tubular (CFST) dumbbell-shaped beams is studied experimentally.
“三个金属I型梁被用于下层平面的开发，并支撑起露台”，建筑师说。
"Three metal I-beams were used to open up the lower-floor plan and support the terrace," said the architects.
对T型梁桥梁板预应力张拉控制相关参数的计算，可为今后的施工提供参考。
The calculation on relative parameters for strain-pull controlling of T-style beam bridge prestress, can provide reference for construction in future.
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