Emotion is an important modern pottery decorative wall element.
情感是现代陶艺壁饰的重要构成要素。
Stiffness matrix and load vector were founded on developing eigen-equation for wall element and applying principle of virtual work.
通过推导单元特征方程的解及应用虚功原理，建立了墙元的刚度矩阵和荷载向量。
In this paper, based on beam-column element and single slice wall, a tube wall element is proposed, and is applied to push-over analysis for tall concrete structures.
本文在梁柱单元、单片墙单元的基础上提出了一种筒体墙单元，并将此单元应用于高层混凝土结构推覆分析中。
The apartment's most dramatic element is also its newest: a wall stretching from the kitchen to the balcony, covered in planks of light and dark pine.
公寓中最具戏剧性，也是最新的元素是：一面黑松木板墙从厨房延伸到阳台。
A playful way of handling the element of the wall unfolds.
墙壁元素的处理也以一种俏皮的方式展现。
The concrete wall is also at the center of another exceptional design element - the unique staircase that connects the basement to the first floor.
混凝土墙也是另一特殊设计元素的中心，这个元素就是独特的楼梯，它连接地下室和一楼。
The design has been conceived as a simple copper pitched roof form with adjoining servant Spaces in a low sedum-roofed element, all contained by a continuous wrapping drystone wall.
该建筑设计中采用了一个简单的铜质屋顶，邻近的服务空间屋顶采用了纯天然的木质材料，成为一部分元素，各部分均包含连续的石质墙面。
A stone wall with a water element is introduced opposite the main entry and extends this principal axis.
一堵带有水设计元素的石墙被引入，正对着主入口，将主轴线扩展开。
The new curtain wall volume is surrounded by a silver aluminum trim element that folds up and down to frame building entries and the east facing dining terrace.
新的幕墙体被一个上下折叠的银色铝制装饰元素围绕，该元素形成了建筑的大门和朝东的露台餐厅。
This paper deals with the interaction between shear wall and its foundation using finite element method.
本文采用有限单元法对建在多层地基上的剪力墙， 基础和土进行了共同作用分析。
The finite element analysis showed that the normal stress distribution of the grillage wall was about the same as that of the solid wall.
有限元计算表明，网格墙在轴力和水平力作用下的正应力分布与实体墙总体上一致；
A hyper finite element method applied to the structural analysis of shear wall is presented which is a new numerical method used for analyzing large scale complicated structure.
提出了一种用于剪力墙结构分析的超级有限元方法。超级有限元法是一种用于分析大型复杂结构的新的数值方法。
Multi vertical line element model is the most widely used model in the nonlinear analysis of shear wall structures.
多垂直杆元模型是目前最为常用的一种用于剪力墙结构非线性分析的宏观模型。
The real destructive element of Wall Street is not its people, but its all-consuming 'me first' culture.
华尔街上真正具有破坏力的因素不是人，而是它的那种极端强烈的“以我为先”的文化。
LINK8 element is used to model the steel reinforce bar except in the wall. LINK8 can only transfer axial force and has no volume.
除剪力墙中的钢筋本文模型中其他纵筋采用LINK8单元模拟，该单元只传递轴力且没有体积。
The frame shape suspended ceiling designed according to the size of the vertical Windows on the western wall of the antechamber becomes the leading element of the antechamber.
遵循前厅西侧墙面竖窗的窗宽及窗框尺度模数延伸出了发射状的框形天花，成为了前厅的主导元素。
It's proposed that the element wall is stressed by two-way bending.
指出单元墙段是呈双向弯曲受力状态。
Based on completion of wall strength calculation, then do the finite element stress analysis.
在完成管壁强度计算的基础上，进行管壁有限元应力分析。
Tie beam is an important element in frame-shear wall structure.
连梁在框架-剪力墙结构中，也是很重要的一个构件。
Through experimental study and finite element analysis, we draw that the vertical holes in the hollow shear wall structure with seams lessen self-weight so as to lower the earthquake action.
试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墙结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。
Based on CAD, automatic mesh generation and AI reasoning techniques, the problem solving framework for finite element modeling (FEM) of aeronautical thin wall structures is introduced.
介绍了利用CAD、网格自动剖分和人工智能技术相结合进行航空薄壁结构有限元建模的问题求解框架。
As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。
The ground surface settlement and lateral deflection of retaining wall for deep excavations are calculated using nonlinear finite element method.
利用非线性有限元方法计算了深基坑开挖引起的地表沉降量与墙体侧向挠度。
With the results of the multi-ribbed wall tests and finite element analysis, the shear capacity formulas of a oblique section based on ultimate balance theory are given.
并在试验结果与有限元模拟的基础上，依据极限平衡理论，建立起来复合墙体的斜截面抗剪极限承载力公式。
A finite element program of wall beam structure under elastoplasticity condition is compiled based on the plastic theory and used to test some practical samples.
并基于塑性理论，编制了“墙梁结构弹塑性有限元法计算程序”，对一些算例进行了验算，得到较好的结果。
Based on analyzing the wall thickness design and stability checking method of drum, the finite element analysis of the crane 'drum is studied.
在分析传统卷筒壁厚设计与稳定性校核方法的基础上，对起重机卷筒进行了有限元分析。
Total weight and seismic strain energy of the structure were selected to be optimal objectives. Average diameter and wall thickness of the structural element were taken as design variables.
以结构的总重量最小和结构的总应变能最大为优化目标，以导管的平均直径和壁厚作为设计变量，考虑强度、刚度和稳定等约束条件。
Combined with element model with varied stiffness in different regions, nonlinear seismic response of shear wall with large or small opening holes was analyzed.
该模型可直接用于小开洞剪力墙的分析，结合分段变刚度单元，分析了大、小开洞剪力墙的非线性地震反应。
Combined with element model with varied stiffness in different regions, nonlinear seismic response of shear wall with large or small opening holes was analyzed.
该模型可直接用于小开洞剪力墙的分析，结合分段变刚度单元，分析了大、小开洞剪力墙的非线性地震反应。
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