1) SRC eccentrically loaded column
SRC 偏心受压柱
1.
Based on the two bearing capacity calculation formulas of SRC eccentrically loaded columns,the rela- tionship of ～ is established and their correlation curve is protracted,and the boundary point of big and small eccentric compression is determined too.
以内含工字形型钢的 SRC 偏心受压柱的两个承载力计算公式为依据,建立此种构件的 ～关系,并绘制曲线,确定大小偏压分界点的位置,讨论得出对提高分界点有利的设计参数。
2) SRC column
SRC柱
1.
Modeling for seismic analysis of SRC columns in New CCTV Building;
CCTV新台址主楼SRC柱抗震计算模型的建立
2.
Load-carrying capacity of high steel ratio SRC columns used in New CCTV Building;
CCTV新台址主楼高含钢率SRC柱承载性能研究
3.
Experimental investigation to SRC columns used in New CCTV Building;
CCTV新台址主楼SRC柱承载力试验研究
3) 5-Spirals
矩形SRC柱
1.
Axial Compression and Seismic Behavior of Precast Rectangular SRC Columns Confined with 5-Spirals;
预铸五螺箍矩形SRC柱之轴压与反复载重抗震试验
4) inequiaxial T-shaped SRC columns
SRC形柱
5) SRC-RC transfer column
SRC-RC转换柱
1.
Analysis on seismic performance of SRC-RC transfer columns;
SRC-RC转换柱的抗震性能分析
2.
In order to investigate the seismic resistant performance of SRC-RC transfer column,the quasi-static tests are conducted on 5 transfer columns under low-cyclic and reversed loading,and the hysteretic loops and skeleton curves of load displacement are obtained.
为了研究SRC-RC转换柱的抗震性能,进行了5根转换柱模型的拟静力试验,得到了SRC-RC转换柱模型在低周反复荷载作用下的滞回曲线和P-Δ骨架曲线。
6) high steel ratio SRC column
高含钢率SRC柱
补充资料：在AutoCAD中偏心圆锥与偏心圆台实体的画法
现在要画一个偏心圆锥,底面在WCS的XY平面上,圆心(0,0,0),半径100,顶点(300,0,400)在ZX平面上.
1)连接PA,PB. A(-100,0,0) B(100,0,0)
图1
在当前坐标下:
2)延长PA到C,使PA=CA;延长PB到D,使PB=DB;
3)连接CD;
4)以CD为直径画圆;
5)用XLINE命令中的二等分选项作角CPD的角平分线PO,交CD于O;
6)过O作CD的垂线,交圆于E,F;
图2
7)用三点UCS命令,取三点为:O,P,C;
8)过点O作PO的垂线GO,交PC于G;
图3
9)再次用三点UCS命令,取三点为O,F,G;
10)现在就可以画椭圆锥了!
cone-e-c-捕捉O点-捕捉F点-捕捉G点-a-捕捉P点;
图4
11)回到WCS,剖切椭圆锥
SL-选择椭圆锥-回车-XY-回车-捕捉P点.
12)删除辅助线条.
图5
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条