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  wall
     Study of strength and stability for the chamber wall and the slope of the permanent lock in Three Gorges project
     三峡永久船闸闸室及边坡的强度与稳定性研究
短句来源
     Research of System Identification and Numerical Prediction Methods in Analyzing Heat Transfer Process of Wall Surface
     建筑体表面换热过程辩识方法与数值预测方法研究
短句来源
     Design Theory and Experiment Study on Seismic Behavior of RC Coupled Shear Wall with Concealed Bracings
     带暗支撑双肢剪力抗震性能试验及设计理论研究
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     Research of Seismic Performance and Design Theory of Multi-ribbed Slab Wall
     密肋复合体抗震性能及设计理论研究
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     Nonlinear Finite Element Analysis and Regularity Distribution Study of Internal Force on Short-shear Wall Structure System
     短肢剪力结构体系非线性有限元分析和内力分布规律的研究
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  walls
     Study of Shearirg Strength of The Vertical Joints of The Underground Diaphragm Walls
     地下连续垂直接头的抗剪强度研究
短句来源
     WAVE PRESSURES ON VERTICAL WALLS──REVIEW OF GODA'S NEW METHOD FOR CALCULATION OF WAVE PRESSURES
     直式建筑物的波浪力──对合田波压力新计算方法的评述
短句来源
     Analysis of Interconnected Space Shear Walls to Lateral Load
     空间联肢剪力结构抗侧力分析
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     Analysis of Interconnected Plane Shear Walls by Finite Strip Method
     有限条法分析平面联肢剪力结构
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     A Method of Analysis for the Interaction of Frame Structure, Foundation and Soil with Consideration of Brick Infilled Walls
     考虑砖填充的框架结构与地基基础共同作用的分析方法
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  the wall
     The average accumulation of heat of the wall in the greenhouse reaches 8.35 MJ/(m 2·d), the release energy to the inside of the greenhouse attains 1.69 MJ/(m 2·d) at night, and the energy dissipation to the outside reaches 2.61 MJ/(m 2·d).
     体的平均蓄热为 8.35 MJ/(m2· d) ,夜间向室内放热 1.6 9MJ/(m2· d) ,通过体向外散失的热量 2 .6 1MJ/(m2· d) ;
短句来源
     Generally the forming wall has a depth less than 20m,and a thickness of 220~450 mm. The trench has a width of 2 000~3 000 mm. The wall has an impervious capacity of k<10~(-7) cm/s.
     一般成深度不大于20 m,成厚度220~450 mm,槽宽2 000~3 000 mm,体抗渗能力K<10-7cm/s。
短句来源
     On the background of the innovation of the wall material and the current situation of the development in China, the regenerative material is synthetically used to prepare new wall material, including High-environmental-protection Steam-maintain Fly Ash Bricks(HSFAB) and Self-Aerated Lightweight Concrete(SALC).
     本课题以国家和地方体材料改革政策和发展现状为背景,综合利用当地可再生资源研制开发了新型体材料体系,该体系包括承重体材料——高绿色度蒸养粉煤灰砖(High-environmental-protection Steam-maintain Fly Ash Bricks,以下简称HSFAB)和非承重体材料——自发气轻质混凝土(Self-Aerated Lightweight Concrete,以下简称为SALC)。
短句来源
     Electric Field Analysis and Structure Optimization of The wall bushing of 40. 5kV C- GIS
     40.5kV箱型气体绝缘开关设备穿套管电场分析及设计优化
短句来源
     Through the nonlinear finite element method analysis under vertical load, the stress distribution and the influence of span-to-span ratio of the wall beam, height-to-span ratio of the trimmer beam, and the opening in the wall, are simulated.
     通过竖向荷载作用下的非线性有限元分析,较为真实地模拟了框支密肋壁板结构梁的应力分布,以及梁跨长比、托梁高跨比、体开洞等因素对其应力分布的影响。
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  masonry wall
     Stress Analysis and Prevention of Cracks in Masonry Wall
     产生砌体体裂缝的应力分析与防治
短句来源
     In this paper, three 1/2 - scale model specimens of frame - supported continuous masonry wall are tested;
     做了三榀两跨框支梁1/2比例模型试验;
短句来源
     The Psuestatic Test of the High-Rise Composite Masonry Wall Model
     高层组合片模型的拟静力试验
短句来源
     Study of an Infrared Detection Method Which is Used in Building Masonry Wall's Insulting
     建筑物体保温性能的红外检测方法的研究
短句来源
     4. Based on the micro-model of unreinforced masonry, the finite element model of masonry wall strengthened with FRP under in-plane loading has been proposed, in which four-node plane element is employed to model bricks, linkage element is employed to model
     4.以无筋砌体的分离式模型为基础,利用四节点平面单元模拟块体,联结单元模拟砂浆灰缝,膜单元模拟FRP,建立了平面内荷载作用下的FRP加固砌体的有限元模型,并应用模型对三个典型试件进行了计算。
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  wall
High-resolution transmission electron microscopy observation indicates that the nanocapsules are hollow-structured with a wall thickness of about 6 nm.
      
The results indicated that the polyvinyl acetal sponge modified by chitosan has an interconnected pore structure and the wall between large pores also has small pores.
      
A glass carbon electrode modified with nickel-modified multi-wall carbon nanotubes (MWCNTs-Ni/GCE) was prepared.
      
The XRD analysis indicated that the wood crystallinity of WMNC decreased, the MMT exfoliated and some nano silicate layers entered into the non-crystallized microfibrillar region of the wood cell wall.
      
The SEM graphs of WMNC showed that some silicate grains were blocked in the wood cell lumen, some silicate layers adhered to the inner surface of the wood cell wall, and some exfoliated MMT layers even penetrated the wood cell wall.
      
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  walls
In accordance with the fluorescence intensity of organic cell walls, two groups of microfossils were distinguished.
      
When using Ti(OnBu)4 as the precursor, however, titania microtubes were obtained, with nanopores in their walls and nanoporous platelets on their outer surfaces, which were derived from cuticle cells on the hair surfaces.
      
When the dryout point on the inner and outer walls occur simultaneously, XC reaches a peak value, and the ratio of qo/qi at this position changes with the gap size and the tube curvature.
      
Three Coulomb-type solutions for the passive earth pressures are presented for the walls provided with three different drainage systems respectively.
      
Formation of Extracellular Enzyme Systems during the Growth of Geotrichum candidum3C on Cell Walls Isolated from Cereal Grain Co
      
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  the wall
The results indicated that the polyvinyl acetal sponge modified by chitosan has an interconnected pore structure and the wall between large pores also has small pores.
      
The wall-climbing mobile platform (MP) of a robot for repairing a hydraulic turbine blade onsite is developed.
      
At supercritical pressure, the temperature difference between the wall and the fluid increased near the pseudo-critical temperature, but the increase of wall temperature was less than that of departure from nucleate boiling at sub-critical pressure.
      
When pressure is closer to the critical pressure, the temperature difference between the wall and the fluid increased greatly near the pseudo-critical temperature.
      
3) Mechanical characteristics of ancient soil under foundation and city wall; the influence of caves in and under the ancient City Wall on the stability of the wall.
      
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  masonry wall
It is shown here that these dynamic pressures are even able to determine the collapse of both modern reinforced concrete and masonry wall buildings that are largely present in the area.
      
A masonry wall or tower, subjected to uneven foundation settlements, will crack, and these cracks may lead to overall structural collapse.
      
Local phenomena around a steel dowel embedded in a stone masonry wall
      
Separation, sliding, and opening and closing of initial gaps at the interface between the masonry wall and the reinforced concrete slab are accounted for by adjusting the properties of interface elements.
      
Arches tend to push outward at the Figure 2-24 The proper way to breach a masonry wall is to open a triangular hole.
      
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