Emei - mantle plume ' s activity is very violent in binchuan - chenghai region , and a lot of its axis material is exposed in this region 宾川?程海地区被认为是峨眉地幔热柱活动的最强烈地区，也是热柱轴部物质大量出露的地区。
The calculated results fit with those of tests satisfactorily . 4 . discuss the peak strain and plateau ( remaining ) strength of rpc filled steel tubular 4 、对钢管活性粉末混凝土短柱轴压的峰值应变与平台强度等静力性能进行探讨。
Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic - loading 在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。
Aerospace - bearings - airframe rolling , single row self aligning roller bearings in corrosion resisting steel ; diameter series 3 and 4 - dimensions and loads ; inactive for new design ; german version en 2020 : 1984 航空航天.机体用滚动轴承.耐腐蚀钢单列自定心滚柱轴
Innovative storage concept works perfectly in both finished and unfinished areas along a wall or around a stud , includes screw driver slots and bin for multiple usage 新颖的存储设计是装在一堵壁或一个柱轴，巧妙地和用使用和未使用的空间，包括多功能的螺丝槽和箱格。
The influence of several parameters including strength of rpc ( fc ) , hoop coefficient ( ) and ratio of slenderness ( l / d ) on the bearing capacity of rpc filled steel tubular 2 、根据实验结果，分析钢管混凝土短柱轴压的受力性能，探讨rpc强度fc 、套箍系数及长径比l / d对承载力的影响。
The second - order effects of column emphasize the connection between axis load and distortion add - ons internal force and add - ons distortion , second - order effects analysis should consider from whole 柱二阶效应问题研究的是柱轴力和变形的相互关系及其产生的附加内力和附加变形。对于二阶效应分析应该从整体上考虑。
According to the test results , the limited values of axial compression ratio and limited values of axial force for high strength concrete column reinforced with concrete filled steel tube are proposed based on the condition of displacement ductility needed for earthquake - resistance 从确保满足抗震所需要的位移延性这一条件出发，提出了核心柱轴压比和轴压力限值系数的建议值。
3 analysis on axial compression ratio of l , t and + - shaped columns is undertaken . it indicates that for l and t - shaped columns , axial compression ration is very low when web is in compression , but for + - shaped columns , axial compression ratio approaches to that of rectangular columns 3对l 、 t 、十形柱轴压比限值进行计算分析，指出l 、 t形柱当腹板受压时轴压比限值很低，十形柱轴压比限值同矩形柱相差不多。
A storing force model is used to simulate the load - displacement curves . the calculating results are in good agreement with the experiment results . an artificial neutral network ( ann ) program is compiled to analyze an experiment result of hsc columns subjected to axial load 本文还利用人工神经网络理论对高强混凝土柱轴压试验结果进行了研究，通过对8组试验数据的学习训练以及对2组试验数据的仿真预测，得到了满意的结果。
