Steel I-Beam Bridge with reinforced concrete deck Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Steel Tube Top Flange 工字钢梁混凝土面桥上翼缘为矩形钢管的工字形梁静力性能的实验研究
Steel I-Beam Bridge with reinforced concrete deck 工字钢梁混凝土面桥
SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS The numerical simulation of hollow i-beam forming process based on ANSYS/ LS-DYNA 区别处理H型钢梁与工字钢梁稳定性条件空心工字钢冷弯成型过程的数值模拟
Steel I-Beam Bridge with reinforced concrete deck deep flexible I-beam 工字钢梁混凝土面桥挠性加强窄缘工字梁
Steel I-beam and concrete deck slab perform together by the shear connectors, therefore the difference between the heat properties of steel and concrete effects as one of the main reasons for the emergence of temperature internal forces. 工字钢与混凝土行车道板由剪力键连接起来从而共同工作,因而钢材与混凝土热性能的差异是导致叠合梁斜拉桥产生温度内力的一大原因。
Harbin Sifangtai Bridge is a cable-stayed bridge whose girder is composed by steel I-beam above and concrete deck slab below. 作为叠合梁斜拉桥,四方台大桥的主梁由下部的工字钢和上部的混凝土行车道板组合而成。