1) Cross diaphragm of segment No.0
0号块横隔板
2) segment No.0
0号块
1.
In this paper,the three-dimensional finite element model is established for the part of the rigid fixity to analyze the local stress at the part and particular efforts are made to analyze the influence of load action from the pylon to the main girder on the stress of segment No.
重点分析桥塔作用在主梁上的荷载对0号块主梁应力的影响,以及竖向及横向预应力荷载的效应。
2.
Due to the extreme complexity of segment No.
以水南特大桥主桥为研究对象,利用大型通用有限元程序MIDAS/Civil建立了该桥桥墩0号块的空间有限元计算模型,对0号块在施工阶段及成桥运营阶段两种工况下的应力进行了分析。
3) Zero block
0号块
1.
There was a space stress analysis by ANSYS and Saint-Venant\'s principle for Yongding New River extra-large bridge including its zero block roof, bottom, web and diaphragm.
采用ANSYS软件和圣维南原理对永定新河特大桥的0号块顶板、底板、腹板和横隔板的空间应力进行分析。
4) causation of number zero block's roof crack
0号块顶板开裂成因
5) block 0 and 1 of main beam
主梁0号、1号块
6) transverse wall
横隔板
1.
Theoretical study of diagonal wave forces acting on partially perforated caisson breakwater with transverse walls;
带横隔板局部开孔沉箱在斜向波作用下的受力研究
补充资料：隔板
隔板 明清家具部件名称。框体内分隔左、右空间的板材。
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