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1)  Conversion years
转换时点
2)  common conversion point
共转换点
1.
Calculation procedures for common conversion points of PS converted waves and their application;
PS转换波共转换点的几种计算方法及实际应用
2.
A method for fast and accurately computing the common conversion point locus.;
一种快速、高精度的共转换点轨迹计算方法
3.
According to the real data,the process-interpretation method of multi-wave and multi-component seismic data is discussed and studied in this paper,mainly aiming at the static correction and stack imaging of multi-wave data,as well as the computing method of common conversion point of converted wave etc.
本文结合实际资料,对多波多分量地震资料的处理和解释方法进行了探讨和研究,主要针对多波资料的静校正、叠加成像、转换波资料的共转换点的求取方法等技术进行了分析研究,开发了综合利用多波资料进行地震属性和各向异性研究的方法,形成了一套较完善的多分量地震资料的处理、解释技术系列。
3)  transform node
转换节点
1.
ANSYS analysis of structure transform node of Hongzhou pagoda;
洪洲宝塔结构转换节点的ANSYS分析
4)  transferring joints
转换节点
1.
Aseismic behaviors of transferring joints for steel reinforced concrete beam;
型钢混凝土梁式转换节点抗震性能研究
5)  transferring joint
转换节点
1.
The comparison between nonlinear FEA and experiment of an RC inclined-column transferring joint;
钢筋混凝土斜柱转换节点非线性有限元分析与试验的对比
2.
A nonlinear finite element analysis using ANSYS is applied to the vertical mechanical behaviors of three specimens of reinforced concrete transferring joints with inclined columns, which are used in high-rise buildings.
采用有限元分析程序ANSYS对三个钢筋混凝土斜柱转换节点在竖向荷载下的受力性能进行非线性分析,研究斜柱转换节点的受力特点、传力方式及破坏方式等结构性能,并与试验结果进行对比,讨论ANSYS在该类钢筋混凝土异形节点非线性分析中的可靠性。
6)  transfer joint
转换节点
1.
According to test results of three specimens of transfer joint of T-shaped RC wall under vertical static loads and results of corresponding nonlinear finite element analysis (ANSYS), fundamental behaviors of the joint are achieved, which include path of vertical load transfer, stress distributions, occurrence and development of cracks and final failure mode of the joint.
本文通过三个钢筋混凝土T型薄壁柱转换节点在竖向荷载作用下的静力试验以及非线性有限元分析,获得了该节点的基本性能,其中包括竖向荷载的传递路径、试件的应力分布、裂缝的发生、发展以及试件最后的破坏形态等。
2.
In special-shaped column-rectangle column transfer joint,when the cross section of the special-shaped column surpasses that of the rectangle at the bottom,some part of the cross section of the special-shaped column will stay on the frame beam,which directly affect the design of the frame.
在异形柱一矩形柱转换节点中,当异形柱截面大于底部矩形柱截面时,上部异形柱的部分截面落在框架梁上,直接影响框架的设计。
补充资料:可转换证券的转换价值

可转换证券的转换价值——
       如果一种可转换证券可以立即转让,它可转换的普通股票的市场价格与转换比率的乘积就是可转换证券的转换价值,即转换价值等于普通股票的市价乘以转换比率。


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