1) pitchcof roof
屋面高跨比
2) long-span roof
大跨度屋面
1.
Interpolation method for the calculation of wind pressure distributions on long-span roofs;
大跨度屋面风压分布的插值计算方法
2.
Due to the airflow separation and re-attachment,wind pressure distribution on long-span roofs is complicated.
风流经大跨度屋面结构时会产生复杂的气流分离及再附着 ,因而大跨度屋盖表面的风压分布较为复杂 ,从迎风前缘区域到尾部的风压变化梯度很大 ,这使得仅仅采用一个体型系数很难反映屋面的风荷载 。
3) High-span ratio
高跨比
1.
With the exhibition project of the Yangling Tombs of the Han Dynasty in the background,this paper brings forward the design and calculaton of prestressed concrete T beams with high load and low high-span ratio,combined with a great deal of domestic research datum and production.
以汉阳陵帝陵外藏坑展示厅工程为背景,结合国内大量研究资料及以往工程经验,给出了预应力混凝土T型截面梁的正截面承载力改进计算方法,通过对不同高跨比预应力混凝土梁的计算结果分析比较,表明该改进计算方法具有精度高,应用方便等优势,可运用于对计算精度要求较高的大荷载低高跨比预应力混凝土梁的工程设计,也可供类似工程借鉴参考。
2.
The ground surface settlement of different thickness-span ratios and high-span ratios of metro tunnel are analyzed in this paper,and the maximum ground settlement curve under different thickness-span ratios and high-span ratios are gave in the end.
使用 FLAC3D 三维有限差分软件研究了城市地铁隧道埋深比和高跨比对地表沉降的影响, 得出了地铁隧道不同埋深比和高跨比对地表沉降的影响规律曲线,为城市地铁隧道的设计提供了参考依据。
4) depth-span ratio
高跨比
1.
Utilizing finite element program-ANSYS the variation regularities of in-plane buckling critical load of basket handle arch with the changes of central angle 2α of middle arch,depth-span ratio H/L and central angle 2α_1 of side arch are studied.
利用ANSYS有限元程序,考虑几何非线性,对三心拱在参数中拱圆心角2α、高跨比H/L及侧拱圆心角2α1变化时的平面内屈曲临界荷载的变化规律进行研究,对三心拱的平面内稳定性得到一些定性认识。
5) large span-to-height ratio
大跨高比
1.
The design of these large span-to-height ratio and large span secondary floor beams is presented.
介绍了该大跨高比且大跨度楼面次梁的设计。
6) span-depth ratio
跨高比
1.
Concrete beam span-depth ratio of satisfying loading capacity and deflection crack limit
满足承载力和挠度裂缝限值的混凝土梁跨高比
2.
A comprehensive study on the span-depth ratio of the reinforced concrete beams is made and the range of limited values for the span-depth ratio of beams is given in this paper.
对钢筋混凝土梁的跨高比作了全面分析,给出了极限跨高比的范围限值,并写成了简明表格,为教学分析提供资料,给工程设计提供依据。
3.
This paper studies the relationship between the span-depth ratio and the various properties of the reinforced concrete cantilever and gives the ranges of limited values for the span depth ratio of cantilever beam.
对建筑工程上广泛应用的钢筋混凝土悬臂梁的跨高比与各种性能关系进行了分析研究,给出了跨高比的范围限值,为教学分析提供了资料,给工程设计提供了依据。
补充资料:EPS夹芯保温板用于体育馆屋面
EPS夹芯保温板用于体育馆屋面
EPs夹芯保温板用于体育馆屋面
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条