English translation for "杆元"
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- bar element
- Example Sentences:
| 1. | The transfer matrix method of bar elements with variable cross - section 变截面杆元传递矩阵法 | | 2. | Finite member element model for lateral buckling of thin - walled members 薄壁杆侧向稳定分析有限杆元模型 | | 3. | Lateral buckling analysis of thin - walled members by finite member element method 横向荷载作用下薄壁杆件稳定分析的有限杆元法 | | 4. | With the analytic method , the expressions for the precise calculation of buoyancy and its center of launching jackets are deduced and given , with which the calculation and simulation for launching jackets become more precise 分析了导管架下水运动过程中杆元的各种状态,用解析的方法推导出导管架下水运动过程中的浮力和浮心的精确计算公式,提高了导管架下水参数计算及其模拟的精度。 | | 5. | Damage evolution equations in the tensile process were formulated , using ae accumulative relative energy as a damage variable , based on single bundle model , average rod model and volume - averaged model , for single bundle , 2 - d woven and 3 - d braided c / sic composites respectively 利用声发射累积相对能量定义损伤变量,通过单纤维束模型、平均杆元模型以及体积平均化模型初步建立了纤维束、二维编织、三维编织c sic复合材料拉伸损伤演化方程。 | | 6. | The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground , 125 . 4 meter high ) . the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000 , whose calculation models are set up according to the actual size of the structure . in satwe , the analysis model of beam and column is simulated by frame - element , slab is plane - element , shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000 , beam and column is frame - element , slab and shear - wall is shell - element and slab is elastic floor 本文以实际工程项目? ?雅庭园商业中心大厦(地面以上40层,建筑总高度为125 . 4米)为研究对象,结构设计采用satwe ,结构的动力特性和地震反应分析采用sap2000 。结构satwe和sap2000分析的计算模型均按结构的实际尺寸建立, satwe分析模型的梁柱采用杆元模拟,楼板用薄壁壳元模拟和剪力墙用墙元模拟,楼板平面内无限刚、平面外刚度为零; sap2000分析模型的梁柱采用杆元模拟,楼板和剪力墙用壳元模拟,楼板为弹性板。 | | 7. | Based on the statistic values of the bars " strength fracture experiment , the failure probability theoretical value of five bars truss structure is obtained . with the aid of the theory of the incremental load method [ icm ] , the failure probability experiment plan of the five bars truss structure is discussed . some problems of using the icm in the five bars truss structure reliability experiment are analyzed , and some author ' s opinions are presented 通过杆元的拉伸破坏实验,得到了五杆桁架结构失效概率的理论值;结合增量载荷法,给出了进行桁架结构体系失效概率实验的实验方案;分析了应用增量载荷法进行五杆桁架结构失效概率实验所面临的问题,提出了一些个人的见解和建议。 | | 8. | It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story . based on the available references , the five - spring line element , the three - spring line element and the multiple vertical - line - element model are introduced to model special column , beam and shear - wall , the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure . acording to the results of shaking table test and elastic finite element analysis , a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas 为进一步研究这种复杂高层建筑结构的弹塑性性能,本文在国内外现有研究的基础上,提出利用五弹簧杆元、三弹簧杆元及多竖线单元模型分别模拟空间柱、梁和剪力墙,推导了相应的刚度矩阵并给出了恢复力模型;结合试验研究和精细有限元分析的结论,提出线性和非线性单元相结合,刚性楼板假定和弹性楼板相结合的建模方法,较好地解决了空间结构弹塑性分析中占用计算机资源较多的问题;接力大型有限元分析程序? ? ansys ,在上述建模思路的指导下建立了结构的空间非线性分析模型,进行了空间三维弹塑性时程分析。 | | 9. | In this paper , the fundamentals of cable forces by frequency method are introduced . the curve fitting method is utilized to get the correcting formula of cable forces and frequency through the experiment . on the other hand , a kind of catenary line cable element is introduced in this paper , owing to the inaccuracy caused by correcting struss element in fem 本文还介绍了频率法测索力的基本原理,并通过试验,利用曲线拟合法得出索力频率之间的修正关系式;其次,由于有限元计算中,索元所采用的修正杆元所带来的不精确性,对于长索其精度更难保证,因此,本文介绍了一种计算精度高、工作量小的悬链线索元。 |
- Similar Words:
- "杆眼" English translation, "杆曳挂车" English translation, "杆疫病" English translation, "杆茵肽b" English translation, "杆应力" English translation, "杆园虫" English translation, "杆闸" English translation, "杆中弹性波" English translation, "杆轴承" English translation, "杆柱" English translation
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