1) wall surface
墙体内表面
1.
Based on instrumental variable method,presents a new method,to compute the heat transfer coefficient of wall surface.
首次提出了用辅助变量法分析建筑墙体内表面换热过程及推导墙体内表面换热系数的实验方法。
2) wall
墙体
1.
Effect study of wall on noise abatement;
墙体对噪声衰减的影响研究
2.
Discussion on architectural structure of sound insulation and Absorption wall of main powerhouse of power plants;
电厂主厂房隔声吸声墙体建筑构造探讨
3.
Forming reasons and prevention of cracks on gas concrete bricking wall;
加气混凝土砌块墙体的裂缝成因及防治
3) wall body
墙体
1.
The application of the steel net supporting board in the wall body of the house;
钢丝网架轻质墙板在房屋墙体工程中的应用
2.
The cause of cracking occured on the upper wall body with brick-mixed constructure was discussed.
本文探讨了混合结构顶层墙体裂缝的原因并提出预防措
4) walls
墙体
1.
Developments and research of steel structure residential building walls;
钢结构住宅墙体发展及研究
2.
On the basis of analyzing the climate performance in the hot summer and warm winter zone,the thermal performance of typical residential building walls in this district is experimented and the coefficient factor of heat transfer and index of thermal inertial are derived by these experimentdata.
在分析夏热冬暖地区热工气候特点的基础上,对该地区典型居住建筑的墙体热工性能进行了详细的实验测试研究,得出了其传热系数、热惰性指标和厚度对其热工性能参数的影响规律,摸清了该地区典型居住建筑墙体热工性能基本特点,找出了其热工性能参数随厚度的变化规律。
3.
The internal force and the bearing capacity of masonry walls subjected to overturning moment under earthquake are studied, especially in the case of compression with large eccentricity caused by seismic bending moment in walls.
在水平地震作用下,多层砌体结构一般只考虑层间墙体抗剪承载力和结构整体倾覆等方面的问题,而地震倾覆力矩对层间墙体的影响,特别是弯曲影响却很少研究。
5) wall material
墙体材料
1.
A study on the calcined characteristics of gangue and making light wall material;
羊草沟煤矿煤矸石的煅烧特性及制作轻质墙体材料研究
2.
Study on wall material green degree evaluation model;
墙体材料绿色度评价模型研究
3.
Developing coal gangue used brick-making and advancing the reform of wall materials;
发展煤矸石制砖推进墙体材料改革
6) composite wall
复合墙体
1.
Research on self-compacting fly ash concrete of steel meshwork built-up concrete composite wall;
钢网构架混凝土复合墙体自密实粉煤灰混凝土研究
2.
Analysis on the Lateral Resistant Performance of Light-Gauge Steel Composite Wall;
轻钢龙骨复合墙体抗剪性能研究
3.
The structural design and theoretical calculations for heat preservation / insulation for a composite wall were described in this paper.
介绍了落叶松胶合板复合墙体的结构设计、保温隔热计算方法。
参考词条
补充资料：弹塑性岩体内竖井地压理论
弹塑性岩体内竖井地压理论
ground pressure around shaft in elastic-plastic rock
tonsux一ng yant一ne一shuJ一ngd一yol一}un弹塑性岩体内竖井地压理论(ground pres-sure around shaft in elastie一plastie roek)在表土或软岩中掘进竖井时，若岩体只产生弹性变形，岩体是稳定的，不必计算地压。只有在产生塑性及流变变形时，才需要计算地压;竖井各水平截面上地压不等。按轴对称条件求出竖井周边位移，再求出支护位移公式，将它们联立求解，即可得到竖井地压。也可用图解法找到两条位移与应力关系曲线的交点，该点的纵坐标值即为竖井地压(见图)竖井围岩周边位移公式为: “止 U 竖井变形地压计算图 1围岩位移曲线;z支护特性曲线 a(p。s、n，，+。eos叭)厂(尸。+。.eot，t川一sin，.门导 ZG，匕P。+cicot笋，J式中“。为竖井围岩周边位移，m;a为竖井掘进半径，m;P0为原岩水平应力，重力场条件下，P0一六yI1，MPa;c，为第i层岩石粘结力，MPa;尸b为支护抗力，等于围岩作用在支护结构上的径向压力，但作用方向相反，MPa;笋，为第i层岩石内摩擦角;G.为第!层岩石剪切弹性模量;MPa。 竖井筒形支护特性方程为: l一群2厂bZ+a，尸1。， z，‘一二六舟}头‘-共一一IP，b EL右2一aZx一尸J“”式中u。为支护外半径表面的径向位移，支护与围岩密贴的情况下，“，一“、;E及产分别为支护材料的弹性模量及泊桑比;“为支护内半径，m;b为支护外半径，m;尸二为竖井变形地压，尸。一尸b，MPa。 (高磊)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。