文中还介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。
Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.
文中还介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。
Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also...
该节点综合了钢骨混凝土柱和异形柱节点二者在实际应用中的优点。
The joints synthesize advantages both of SRC columns and of special-shaped column.
本文针对钢骨混凝土柱这一新型构件形式，提出在T形柱框架中应用这一新型构件形式。
The SRC column, which is a new type of member, has been proposed to be applied to T-shaped column frames in this paper.
计算表明，钢骨混凝土柱的轴压比限值一般比钢筋混凝土柱的高(25 ~ 50)%。
The calculated results show that the limit values of axial compression ratio of SRC columns are generally (25-50) % higher than those of RC columns.
根据对配有圆钢管的钢骨混凝土柱的研究结果，介绍了配有圆钢管的钢骨混凝土柱的轴压比、正截面承载力的设计计算方法，并给出了工程应用的实例。
According to researches on SRC column with steel circle pipe, the calculation methods of the axial compression ratio and load bearing capability of normal section are put forward.
试验结果表明，钢骨—钢管混凝土压弯组合柱具有很好的承载力和延性。
The test results show that circular steel tube columns filled with steel-reinforced concrete are of excellent bearing capacity and ductility.
试验结果表明，钢骨-钢管混凝土组合柱具有很好的延性和很高的承载力。
The test results show that circular steel tubular columns filled with steel-reinforced concrete are of excellent ductility and high load-bearing capacity.
目的研究十字形钢骨混凝土异形柱的破坏机理、受力性能及变形能力。
A new steel reinforced concrete special-shaped column is designed in this paper.
为了研究钢骨混凝土异形柱的受力性能和影响因素，在试验研究的基础上编制了非线性分析程序。
The procedure of nonlinear analysis has been compiled based on experiment for studying the force performance and effect factors of steel reinforced concrete cross-shaped columns.
最后对钢骨混凝土L形截面柱的屈服曲率及双向偏心受压正截面承载力计算方法进行了讨论。
Finally, it discusses the calculation methods of yield curvature and biaxial bending bearing capacity of the L-shaped cross-section steel reinforced concrete column.
钢骨-方钢管混凝土柱是一种组合柱设计模式，采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。
Square steel tube column filled with steel-reinforced concrete is a new design model of steel-concrete composite columns.
本文还通过试验研究，对两种不同钢骨形式的钢骨高强混凝土柱的抗震性能进行了分析比较。
Through the test, seismic behavior on steel high-strength reinforced concrete columns with two different shapes of steel are contrasted.
研究了钢骨超高强混凝土框架柱的抗剪承载力。
The research on the shear resistance of SRSHC columns is carried out.
钢骨-方钢管混凝土柱是一种组合柱设计模式，采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。
Tangent modulus theory was introduced to determine the stability capacity of this new type of composite columns subjected to axial load.
目的研究使钢管-钢骨混凝土组合柱发生延性破坏时所需要确定的轴压比限值。
The study aims to find out the proper limited values of axial compression ratio of the steel tube-steel concrete composite column under the condition of ductility damage.
同时建立了钢骨混凝土异形截面柱的恢复力模型。
Meanwhile, it establishes the restoring force model of special-shaped SRC columns.
目的得到钢骨-钢管混凝土柱正截面承载力计算表达式。
The study aims to get the calculation formulas of normal section strength of circular steel tube composite short column filled with steel reinforced concrete.
有些应用方案被用于保护钢骨混凝土建筑物中的钢柱梁。
Some applications were used to protect the steel column beam in the SRC buildings.
有些应用方案被用于保护钢骨混凝土建筑物中的钢柱梁。
Some applications were used to protect the steel column beam in the SRC buildings.
应用推荐