| 1. | Ada : susanna branchini adina aaron radames : warren mok oleg kulko
阿伊达：苏珊娜班哲妮/雅汀娜雅朗 |
| 2. | Nonlinear fem numerical simulation of soil - nailed support system base on adina
的土钉支护有限元数值模拟 |
| 3. | The buried pipeline ’ s damage under dynamic loading is analyzed through numerical simulation method on the basis of automatic dynamic incremental nonlinear analysis ( adina )
本文主要是应用有限元分析软件adina对地下管道在动荷载作用下的破坏进行数值模拟。 |
| 4. | Based on these theoretical studies , the temperature stress and shrinkage stress of plain concrete slab and reinforced concrete slab are calculated using finite element analysis software adina , and the differences between them are also made
在此理论研究的基础上，通过有限元分析软件adina来计算素混凝土平板构件和配筋混凝土楼板的温度应力和干缩应力，比较其抗裂性能的区别。 |
| 5. | Under dynamic loading , buried pipe would first damaged in compressive region of bilateral fault , so special treatment should be done to pipe in bilateral fault region . buried pipeline ’ s damage under fluid - structure interaction is analyzed through adina - fsi with conveying medium and velocity in consideration
在考虑管内介质及流速的情况下,应用adina中流体-结构耦合分析求解器adina - fsi分析了固液耦合作用下地下管道的破坏情况。 |
| 6. | With the help of nonlinear finite element software adina , the distribution pattern and magnitude of back earth pressure of the anchor slab retaining wall with double layered anchor plate with various material parameters were analyzed , and the factors influencing the earth pressure ware discussed , also
摘要应用adina非线性有限元软件分析各种材料参数下，两层锚定板挡墙在重力荷载作用下的墙背土压力的分布规律及大小，探讨了影响土压力的因素。 |
| 7. | On the basis of a case study regarding freezing engineering project from a coal mine , huainan , the frozen wall thickness , average temperature , freezing time of an oblique frozen tube axe simulated using large - scale non - linear finite element computational procedure adina numerical simulator , resulting in the data coincided with site measured
以淮南某煤矿冻结工程为研究背景，应用大型非线性有限元计算程序adina模拟冻结管偏斜条件下的冻结壁厚度、平均温度与冻结时间等，结果和现场实测十分接近。 |
| 8. | Influencing factors of buried pipeline ’ s damage and numerical modeling are investigated . complex site conditions , fault and fluid - pipe coupling are considered . considering soil - pipe interaction , boolean operator is used to merge site and pipe , and site - pipe physics contact is solved through soil - pipe friction
考虑到场地和管道间的相互作用,在adina三维有限元建模过程中,应用布尔操作实现场地与管道间的几何融合,并通过管土摩擦解决场地与管道间的物理接触问题。 |
| 9. | In order to reveal load mechanism and failure mode of thick pile caps , by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina , this paper points out the shortage , which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02 , promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie , which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts , while tension ties are used to model longitudinal reinforcement over pile
摘要为揭示厚承台的传力机理和破坏形式，通过对4个1 : 5比例的六桩厚承台的模型试验研究与三维非线性有限元adina的后处理研究，指出中国建筑桩基技术规范jgj94 - 94与美国钢筋砼房屋建筑规范aci318 - 02规范中，承台以弯曲强度进行配筋计算的设计方法之不足，揭示出厚承台的破坏模式是冲切破坏，传力机理是以带有主要单向压应力的砼区域作斜压杆，桩顶区域的纵筋作拉杆的空间桁架。 |
| 10. | With the development of compute technology in soft and hard , the fem has made great advances . some finite element analysis ( fea ) soft such as ansys msc / nastran abaqus adina algor have been inputted into the practical projects . these fea soft have become the most important part of cad and cae
随着计算机在软、硬件上的快速发展，有限元分析无论是在理论，还是在计算技术方面都已取得巨大的进步，一些大型通用的有限元软件也相继投入实际应用，如ansys 、 msc nastran 、 abaqus 、 adina 、 algor等，它们已成为计算机辅助设计系统的重要组成部分。 |
