1) middle diaphragm
跨中横隔梁
1.
The mechanical behaviour of the bridge with and without middle diaphragms in the loading-failure process is investigated in great detail.
以虚拟层合单元程序为基础,综合考虑结构的几何非线性和材料非线性,对一典型5跨简支连续小箱梁桥结构的极限承载力进行了分析,重点考察了在有、无跨中横隔梁时,结构从加载到破坏的全过程中受力性能的变化。
2) tensile laterally at beam bottom in the middle of span
跨中梁底横向张拉
3) crossbeam
[英]['krɔ:sbi:m] [美]['krɔs,bim]
横隔梁
1.
Repairing and Reinforcing Scheme of Crossbeam for Bridge Approach of Binzhou Yellow River Bridge;
滨州黄河大桥引桥横隔梁维修加固方案
2.
The breakage types of crossbeam of simply supported T beam mainly embodied with three aspects,not coplanar,height difference and damaged.
T梁横向连接病害主要表现在横隔梁不共面、横隔梁错台、横隔梁破损。
3.
For example,the research document of the bearings and crossbeam layouts of the irregular bridge with lager ratio of wide-span and other .
如宽跨比大的异型桥梁的支座布设及横隔梁设置等方面的问题，相关的研究文献极少。
4) diaphragm
[英]['daɪəfræm] [美]['daɪə'fræm]
横隔梁
1.
Analysis of effect of the diaphragms on the typical structure of Y-shape bridge behavior subject to force;
横隔梁对“人”字形桥梁结构受力行为影响的分析
2.
Prestressed Construction Technology and Stress Analysis of Diaphragm in Jinma Bridge;
金马大桥主梁横隔梁受力分析与预应力施工技术
3.
To comprehend the structural behavior of diaphragm,this paper analyses the structural characteristics of box girders diaphragms combined with calculation examples,the defects of the general calculation method of diaphragms are pointed out and a new calculation model is put forward.
为准确而全面地把握横隔梁的受力特性,结合具体算例,对箱梁横隔梁的受力特性进行了分析,指出了横梁常规计算方法的缺陷,并提出了一种新的计算模型。
5) cross slab
横隔梁
1.
A calculation model and method of the cross slab in the box girder is obtained by the bridge 3D-analysis of the continuous concrete box girder under dead and live load.
通过对混凝土连续箱梁在恒载和列车活载作用下的空间分析,得到横隔梁内力计算的简化计算模型及计算方法,为类似的箱梁横隔梁的计算提供了简便可行的方法。
2.
The prestressed concrete cross slab in box girder is regarded as a single element when calculation will be made using bridge space computation program to clarify the most unfavorable magnitude of its internal forces such as: shear stress, bending moment, etc.
将箱梁预应力横隔梁视为单一构件 ,通过桥梁空间程序计算出最不利的横隔梁的弯剪等内力值 ,根据弯矩、剪力与分布荷载集度间的关系原理 ,求算出等效荷载 ,将等效荷载应用到平面杆系桥梁程序中 ,对横隔梁进行预应力配索设计 ,并通过设计实例予以详细介绍。
6) Diaphragm beam
横隔梁
1.
Diaphragm beam is the important part of a bridge,which makes the vertical beam and cross beam work together.
横隔梁是桥梁的重要组成部分,使桥梁的纵梁和横梁共同作用、整体受力。
2.
The paper introduces the simplified calculation method of diaphragm beam section of box beam at piers and abutments.
该文介绍了箱梁墩台截面处横隔梁计算的简化方法,并与较精确的梁格法计算结果进行比较。
3.
The primary of the analysis include the lateral force in the top deck of box girder and the lateral force of the diaphragm beam on the pier.
其分析主要包括:箱梁顶板的横向受力分析以及箱内横隔梁的横向受力分析。
补充资料：酬梁二十宋中所赠兼留别梁少府
【诗文】：
少读黄帝书，肯不笑机事。意犹负深衷，未免名迹累。
厌贫学干禄，欲徇宾王利。甘为风波人，岂复江海意。
担簦平台下，是日饮羁思。逢君道寸心，暂喜一交臂。
绪言未及竟，离念已复至。甯陵望南丘，云雨成两地。
途殊迹方间，河广流且驶。暮帆望不及，览赠心欲醉。
爱君如金锡，昆弟皆茂异。奕赫连丝衣，荣养能锡类。
君子道未长，深藏青云器。巨鳞有纵时，今日不足议。
唯当加餐饭，好我袖中字。别离动经年，莫道分首易。
【注释】：
【出处】：
全唐诗：卷246_10
少读黄帝书，肯不笑机事。意犹负深衷，未免名迹累。
厌贫学干禄，欲徇宾王利。甘为风波人，岂复江海意。
担簦平台下，是日饮羁思。逢君道寸心，暂喜一交臂。
绪言未及竟，离念已复至。甯陵望南丘，云雨成两地。
途殊迹方间，河广流且驶。暮帆望不及，览赠心欲醉。
爱君如金锡，昆弟皆茂异。奕赫连丝衣，荣养能锡类。
君子道未长，深藏青云器。巨鳞有纵时，今日不足议。
唯当加餐饭，好我袖中字。别离动经年，莫道分首易。
【注释】：
【出处】：
全唐诗：卷246_10
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