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hollow
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  空心
    Study of the Composite Structure of Special-shaped Columns with Concrete Small Hollow Blocks Based on Pseudo Dynamic Test
    异形柱混凝土小型空心砌块组合结构拟动力试验研究及理论分析
短句来源
    Study on Bearing Performance of Large Diameter Bored Hollow Pile of Prestressing Force Concrete
    大直径钻埋预应力混凝土空心桩承载性能的研究
短句来源
    Study of Thermal Effects for Crack Control on Concrete Small Hollow Block Building
    混凝土小型空心砌块建筑裂缝控制的温度效应研究
短句来源
    The Design of Concrete Hollow Block Buildings
    混凝土空心砌块住宅设计的几点体会
短句来源
    Behaviour and Ultimate Strength of Short Concrete-Filled Steel Tubular Hollow Columns
    钢管混凝土空心短柱的基本性能和强度计算
短句来源
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  中空
    Manufacturing Process for Low Foamed Rigid PVC Hollow Door and Window profile
    低发泡硬质PVC门窗中空型材生产工艺
短句来源
    Influencing factor on the performance of modified CA hollow fiber reverse osmosis membrane modules
    影响改性CA中空纤维反渗透膜组件性能的因素
短句来源
    A STUDY ON NONLINEAR PROBLEMS OF CURTAIN WALL STRUCTRUES OF HOLLOW GLASS
    中空玻璃幕墙结构的非线性问题研究
短句来源
    Study on GAC Column and Immersed Hollow Fiber Membrane System
    颗粒活性炭柱与淹没式中空纤维膜过滤装置联用的试验研究
短句来源
    Optimization Design for the Hollow Fiber Membrane Module in Membrane Bioreactor
    膜生物反应器的中空纤维膜组件优化设计
短句来源
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    THE APPLICATION OF THE STRENGTH OF COLDDRAWN STEEL A_3φ6.5 IN THE HOLLOW FLOOR OF REFORCED CONCRETE
    冷拉后 A_3φ6.5钢筋强度在钢筋混凝土心板中的利用
短句来源
    Application and Research of Large Span Prestressed Hollow Core Slabs
    预应力大跨心板试验应用研究
短句来源
    Experiments and researches on prestressed concrete hollow slabs
    预应力混凝土心板试验研究
短句来源
    Issues on Standardized Design of Prestressed Concrete Hollow Slab
    预应力砼心板标准图设计探讨
短句来源
    DISCUSSION ON THE COMPUTATIONAL METHOD FOR THE DESIGN OF PRESTRESSED CONCRETE HOLLOW SLAB
    预应力混凝土心板设计计算方法的讨论
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  “hollow”译为未确定词的双语例句
    Study on Seismic Performance of Small Hollow Concrete Block Buildings
    多层混凝土砌块结构性态抗震研究
短句来源
    The influence of multi-connected nature on the Photoelastic results applied to two dimensional problems (hollow gravity dams)
    有孔平面问题(空心坝)的复连性质对於光弹性实验结果的影响
短句来源
    Analysis of the Whole Stability of a Hollow Box Beam
    空腹箱形梁的整体稳定性分析
短句来源
    Hollow Rock Cylinder Testing and Its Application
    圆筒试验法在岩石测试中的应用
短句来源
    Study on the Experiment of Dynamic Propertyand Dynamic Response for Oven—Hollow Hydraulic Structure
    开孔结构动力特性及动力响应试验研究
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  hollow
High-resolution transmission electron microscopy observation indicates that the nanocapsules are hollow-structured with a wall thickness of about 6 nm.
      
New approaches to stimuli-responsive polymeric micelles and hollow spheres
      
This article briefly describes some new approaches to stimuli-sensitive polymeric micelles and hollow spheres, which were developed in the authors' laboratory in recent years.
      
This hollow structure shows perfect reversible size-pH dependence.
      
Hollow spheres of PNIPAM network were then obtained by biodegradation of the PCL core.
      
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The aim of this paper is to clarify the causes of cracks occurred on the external hollow core panel wall structures. The deformation due to shrinkage of plain and reinforced concrete wall panel was calculated and converted into an equivalent temperature difference strain, the equivalent difference and ambient temperature difference were added up together, from which the temperature stress in wall panels were calculated and compared with the tensile strength of concrete. The causes of cracking were analyzed...

The aim of this paper is to clarify the causes of cracks occurred on the external hollow core panel wall structures. The deformation due to shrinkage of plain and reinforced concrete wall panel was calculated and converted into an equivalent temperature difference strain, the equivalent difference and ambient temperature difference were added up together, from which the temperature stress in wall panels were calculated and compared with the tensile strength of concrete. The causes of cracking were analyzed quantitatively for several possible temperature difference patterns and a measure for improving the design procedure is presented.

本文对广东地区空心大板住宅外墙板的裂缝问题,从混凝土干缩与自然温差两方面考虑,先计算出无配筋墙板与配筋墙板的混凝土干缩量,折算成当量温差和自然温差进行叠加,再算出墙板温度应力值与混凝土抗拉强度作比较,从几种可能发生的温差情况中,定量地分析外墙板裂缝产生的原因,并提出了设计改进措施。

Formulas based on the thermoelastic theory for computing temperature stresses in the composite hollow cylinder are presented in this paper.In these formulas, the influences of the elastoplastic behaviour of the materials, the different coefficients of linear expansion between the materials and the temperature during construction time have been considered.The results obtained from the formulas are verified by experiments performed on reinforced brick and reinforced concrete hollow cylinders. Both...

Formulas based on the thermoelastic theory for computing temperature stresses in the composite hollow cylinder are presented in this paper.In these formulas, the influences of the elastoplastic behaviour of the materials, the different coefficients of linear expansion between the materials and the temperature during construction time have been considered.The results obtained from the formulas are verified by experiments performed on reinforced brick and reinforced concrete hollow cylinders. Both results show good agreements.

本文根据热弹理论,提出了组合厚壁圆筒温度应力的计算公式。在公式中考虑了材料的弹塑性性能、两种材料不同的线膨胀系数和施工温度等的影响。 文中利用砖砌体圆筒和钢筋混凝土圆筒试验资料,对提供的公式进行了试验验证,其结果是实测值与理论值较符合。

To the present, the finite element method is one of the effective way to study the gravity or hollow gravity dam on the complicated foundation in the engineering. The perviousness and the range of foundation will greatly infiunce the stresses caused by the hydraulic pressure, on the base including the heel and the toe of the dam. In this paper, the way how to select the boundary size and boundary condition of the foundation when considering the foundation as impervious material is discussed. The method...

To the present, the finite element method is one of the effective way to study the gravity or hollow gravity dam on the complicated foundation in the engineering. The perviousness and the range of foundation will greatly infiunce the stresses caused by the hydraulic pressure, on the base including the heel and the toe of the dam. In this paper, the way how to select the boundary size and boundary condition of the foundation when considering the foundation as impervious material is discussed. The method is to compare the results of theoritical analysis with the result of finite element method under the action of some typical loads. For the case of pervious foundation under seepage field, the variation of stresses related to the different foundation range and boundary conditions is discussed.

现阶段使用有限单元法研究复杂地基上的重力坝或空腹重力坝是工程中的有效方法之一.在水库水压力作用下,地基的材料、边界范围及边界条件均将对坝基、坝踵及坝趾等应力产生重大影响.本文探讨了当把地基做为不透水材料时,地基的边界范围及边界条件应如何选取.探讨的方法是使用地基在某些典型荷载作用下理论解同有限元解相对比的方法.对于把地基视做透水材料来研究的情况,本文也讨论了在渗流场作用下,当采取不同的地基范围及边界条件时,地基内应力的变化规律.

 
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