The main beam adopts the CFST truss and reinforced concrete deck slab.
主梁采用钢管混凝土桁架与钢筋混凝土板组合梁。
The temperature field of CFST element is also the foundation of evaluating the injuring degree and renovating of reinforce design.
钢管混凝土结构的温度场也是评估火灾后结构损伤程度和修复加固设计的主要依据。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
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