型钢混凝土异形柱

利用ANSYS有限元程序，对非对称T形截面桁架式型钢混凝土异形柱进行分析，研究桁架式型钢混凝土异形柱中型钢与混凝土的协同工作能力；

Unsymmetrical T-cross section trussed special-shaped steel reinforced concrete column was analyzed by ANSYS , in order to investigate the synergistic effect of shape steel and concrete .

型钢混凝土异形柱恢复力特性的试验研究

Experimental research on restoring force model of SRC special-shaped columns

型钢混凝土异形柱双向抗剪承载力分析

The bidirectional shear bearing capacity analysis of steel reinforced concrete special shaped columns

型钢混凝土异形柱框架十字形节点抗剪承载力试验研究

Experimental Research on Shearing Bearing Capacity of Cross-shaped Frame Joint with SRC Special-shaped Column

混凝土强度等级及偏心距对桁架式型钢混凝土异形柱极限承载力的影响。

Both of concrete strength grade and different eccentric loads affect ultimate bearing capacity .

非对称T形截面型钢混凝土异形柱极限承载力的研究

An investigation of unsymmetrical T-cross section trussed special-shaped steel reinforced concrete column 's load capacity

一种新型混凝土异形柱&型钢混凝土异形柱的概念体系初探

A new type of concrete special-shaped columns & study of steel reinforced concrete special-shaped columns concept system

为此，提出了一种新型的结构形式&型钢混凝土异形柱。

To this end , a new structure was raised which was called steel reinforced concrete column .

型钢混凝土异形柱具有构件异形的截面特征，柱肢与填充墙等厚，较好的满足了现代社会对居住的要求，柱子不出现凸出的棱角，大大提高空间利用率，增大了房屋使用面积。

Steel reinforced concrete special-shaped columns lasted component special-shaped cross-section features , with thick and filler column limb wall thickness , better satisfied the modern society in live requirement .

型钢混凝土异形柱由于在截面中配置了型钢，可使构件承载力、刚度大大提高，能够广泛应用于高层建筑结构。

Steel reinforced concrete of special-shaped columns was made configuration of steel , which greatly improved the bearing capacity and rigidity of components , and widely used in high-rise .

由于型钢混凝土异形柱截面内加入了型钢，所以其具有承载力高、抗震性能好等优点，因此具有广阔的应用和发展空间。

By containing shape steel , steel reinforced concrete special-shaped columns struct - ure has lots of advantages , such as high bearing capacity , good seismic performance and so on .

并且配置了型钢的混凝土异形柱具有很好的延性和耗能能力，适用于地震地区。

And steel reinforced concrete was suitable for application in quake zone because of the good ductility and energy dissipation capacity .

因此本文主要研究在混凝土异形柱中加入型钢形成钢骨混凝土异形柱后的延性性能。

In order to enhance loading capacity and ductility of RCSC , steel is added to form Steel Reinforced Concrete Special-shaped Column ( SRCSC ) .

型钢混凝土（SRC）异形柱框架结构是一种新型的结构体系，它不仅具有普通异形柱结构的优点，而且具有较高的承载能力和较好的抗震性能。

Steel reinforced concrete ( SRC ) special-shaped column frame structure is a new kind of structural system , which has high bearing capacity , excellent seismic performance , and simultaneously the advantages of normal special-shaped column structure .

但是型钢混凝土的有限元分析还不完善，尤其是型钢混凝土异形柱这种截面形式不规则，配钢复杂，单元类型多的构件。

But finite element analysis of SRC Special-Shaped columns was not perfect , especially on irregular section shape , complex steel , and too much unit types .