The static and dynamic characteristics of a weather radar tower are analyzed by using the commercial finite element program ANSYS.
运用通用有限元程序ANSYS对某天气雷达站塔楼结构的静、动力特性进行了分析。
Nonlinear finite element models by incorporating geometric and material nonlinearities were developed using finite element program ANSYS.
首先利用ANSYS程序建立了构件的非线性有限元模型，模型中包含了几何和材料双重非线性。
The overall stability tests of monosymmetric I-shaped overhanging beams and two-span continuous beams are simulated by finite element program ANSYS.
利用ANSYS有限元程序对单轴对称工字形单伸臂梁和双跨连续梁整体稳定试验进行了有限元模拟。
The equivalent age method is extended successfully to the concrete cracking control in structures through the use of the finite element program ANSYS.
与有限元软件一起使用，等效龄期方法还可以运用于混凝土结构的温度裂缝预测与控制中；
Using general finite element program ANSYS, we simulate a dynamical evolution process of the lithosphere of west Liaoning, northeast China in the late Mesozoic.
利用大型通用有限元分析软件ANSYS简单模拟辽西地区中生代末期岩石圈动力学演化过程。
Using general-purpose finite element program ANSYS, a three-dimensional finite element model of interaction between raft foundation and groundwork soil is established.
结合大型有限元软件ANSYS，建立了筏形基础地基相互作用体系的全三维有限元模型。
One real skew arch bridge is investigated using the finite element program ANSYS so as to study the generic phenomenon of bridge damage, especially the regular cracks.
本文以某斜交拱桥为研究对象，阐述其病害的一般现象，尤其是规则性裂缝。
According to consideration of restriction and creep deform in mass concrete, the temperature field and thermal stress are simulated through the finite element program ANSYS.
并考虑混凝土的内外约束及混凝土的徐变变形，用有限元法求解混凝土不利面的温度应力，并用大型有限元软件ANSYS对温度场和应力场进行了模拟。
According to the actual condition of high-cutting slope of Wushan-Wuxi Road K95 section, general-purpose finite element program ANSYS is used to simulate excavation process.
根据两巫公路K 95段高切坡的实际情况，运用ANSYS软件对其开挖过程进行了模拟。
A simulative calculation was conducted of the natural frequencies of the frame towers using large-scale finite element program ANSYS, and the calculated value was compared with the test value.
利用大型有限单元程序ANSYS对框架塔的自振频率进行了模拟计算，并将计算值与试验值进行了对比。
The simulated wind vibration loads are then applied to the time-history analysis of wind vibration response of single-layer spherical latticed shells by the finite-element program ANSYS.
将模拟出的风荷载作用于单层球面网壳，用有限元程序ANSYS进行了网壳结构的风振响应时程分析。
To get numerical results, the general finite element program-ANSYS was employed to simulate model.
然后采用通用的有限元程序ANSYS模拟模型得到其数值解。
To get numerical results, the general finite element program-ANSYS was employed to simulate model.
然后采用通用的有限元程序ANSYS模拟模型得到其数值解。
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