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      wall
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    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
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    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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    MDOF Substructure Pseudodynamic Testing and Nonlinear Seismic Response Analysis of Frame-supported Reinforced Masonry Shear Wall
    框支配筋砌块砌体剪力多自由度子结构拟动力试验研究及非线性地震反应分析
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  墙体
    Research of System Identification and Numerical Prediction Methods in Analyzing Heat Transfer Process of Wall Surface
    建筑墙体表面换热过程辩识方法与数值预测方法研究
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    Research of Seismic Performance and Design Theory of Multi-ribbed Slab Wall
    密肋复合墙体抗震性能及设计理论研究
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    Heat Conducting Performance Research on Building Wall Body of Energy-Saving Leying Blocks
    节能型砌块建筑墙体的热工性能试验研究
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    A Study on a Special Type of Cement for Wall Materials of Energy Conservation and Waste Utilisation
    节能利废型墙体专用水泥的基础研究
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    Experiment and study of wall material from diatomite
    硅藻土墙体材料试验研究
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  “wall”译为未确定词的双语例句
    Experimental Study on Double Reinforced Retaining Wall and Its Numerical Simulated Analysis
    双面加筋挡土墙的试验研究及数值模拟分析
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    Studies on Non-Linear Distribution of Earth Pressure on Retaining Wall
    挡土墙土压力非线性分布的研究
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    Energy Saving in Houses Built in Heating Regions and Developing New--type Wall Materials
    采暖地区住宅的建筑节能与发展新型建筑材料问题
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    Calculation of Shear Strength in Plain and Reinforced Brick Masonry Wall
    无筋和配筋砌体抗剪强度的计算
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    Second Order Analysis of Wall Frame Structure
    框-剪结构的二阶分析
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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.
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       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.
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       A glass carbon electrode modified with nickel-modified multi-wall carbon nanotubes (MWCNTs-Ni/GCE) was prepared.
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       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.
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       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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         It is pointed out in this paper that the following apparent discrepancies exist in Coulomb's Theory: (1) In any problem in mechanics, a force to be definite must have all the three factors involved under consideration. In Coulomb's Theory, however, the point of application of the soil reaction on the plane of sliding is somehow neglected, thus enabling the arbitrary designation of the obliquity of the earth pressure on the wall to be equal to the friction angle between the wall surface and soil....
            本文從力學觀點對庫隆理論提出下列問題:(1)在解算力學問題時,每個力有三個因素都該同時考慮,但庫隆對土楔滑動面上土反力的施力點竟置之不理,因而才能對擋土墙上土壓力的傾斜角作一硬性假定,使它等於墙和土間的摩阻角,然而施力點是不能不管的,因而土壓力的傾斜角是不能離開平衡條件而被隨意指定的。(2)如果考慮了土反力的施力點,則土楔祇能在滑動面上,或在墙面上,有滑動的趨勢,而不能同時在兩個面上都有滑動的趨勢,因而庫隆的基本概念“滑動土楔”就站不住了。(3)問題關鍵在滑動面的形狀;如要使土楔在滑動面和墙面上同時有滑動趨勢,則滑動面必須是曲形面,然而庫隆採用了平直形的滑動面。(4)庫隆的土楔滑動面是從墙上最大的土壓力求出的(指主動壓力),這裏所謂“最大”是指適應各個滑動面的各個土壓力而言,但對適應墙在側傾時土壓力應有的變化來說,這個最大土壓力却正是墙上極限壓力的最小值。一般工程書籍,以為這土壓力既名為最大,就拿它來用作設計擋土墙的荷載,荷載如何能用最小的極限值呢?本文對朗金理論中的下列問題作了一些解釋:(1)朗金理論在擋土墙的位移問題上所受的限制,是和庫隆理論一樣的,竇薩基教授曾就此問題認為朗金理論是幻想,似乎是無根據的。...
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         The analysis of stepped beams on spring foundation is a problem of practical importance. It is shown in the paper that this problem is similar to that of a continuous curved beam on rigid supports and can be most easily solved by method of special slope deflection equations. The formulas for computing load and shape constants being necessarily long, a number of tables of useful functions have been prepared to aid in a quick analysis and a typical example is given. The theory and functions presented in the p...
            本文討論彈性地基上的阶形梁的計算問題。应用結構力学上“桿件常数”的观念,这个問题可以簡捷地获得解决。文中除举例說明計算步驟外,並供給必要的函数表,使这些常数能够迅速求出。这些函数同样可以用来解决数学上类似的問題,例如变截面圓筒的軸对称受弯问題。
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         This paper presents the values of liquidity index of the cohesive soils in five small earth dams with a height of about 20 meters in Hunan province and in the core wall of one large earth dam with a height of 48 meters,together with a comparison of these values of liquidity index with those of the compacted cohesive soils obtained by the laboratory compaction tests usually used in China.In this paper,the methods for the determination of air content and degree of saturation of the compacted soils are a...
            本文提出了我国湖南省五座中小型土坝(坝高约20公尺)以及一座大型土坝(坝高48公尺)心墙粘性土料所具有的稠度指标数值,并与我国常用室内击突试验所得出击实土料的稠度指标数值作出比较。文中也讨论了压实土料的饱和度和含气率的确定方法。这些数值的选用,有助于一般干筑填方压实粘性土料质量控制的确定。
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