1) internal stiffeners
内加劲肋
1.
Behavior of multiplanar circular hollow section joints with internal stiffeners
具有内加劲肋的空间多支管的圆管节点性能研究
3) rib stiffener
加劲肋
1.
Influences of rib stiffeners on hysteretic behavior of end-plate connections;
加劲肋对端板连接滞回性能的影响
2.
L-joints without rib stiffener are semi-rigid connections.
采用简化理论方法对L形圆管节点的强度和刚度进行了分析,横向正应力的存在对节点域钢管具有“捏合”作用,从而降低了节点的刚度和承载能力,无加劲肋的L形管节点属于半刚性连接。
3.
Among them, four end plates are reinforced with rib stiffeners, which are in alignment with beam webs, and constant axial compression force is applied at the end of seven columns during the test.
为了研究钢框架中梁柱端板连接节点的滞回性能,本文进行了8个节点试件的循环加载试验,其中有7个试件的柱端施加了轴向压力,4个端板设置了加劲肋。
4) stiffener
[英]['stifənə] [美]['stɪfənɚ]
加劲肋
1.
Static behavior analysis of top and seat angle with stiffener connection beam-to-column joints;
带加劲肋的顶底角钢连接梁柱节点的静力性能分析
2.
The stiffeners that were mounted in compression zone can decrea.
发现:端板厚度对节点的初始转动刚度影响较大,载荷比对转角的影响较大;设置承压加劲肋可明显减小节点域内的塑性应变,改善柱腹板的受力状态,提高柱稳定性,从而保证钢框架整体的稳定性。
3.
FEA models were established to make analysis on the influence of wall panel,horizontal rib stiffener and inside steadying bar to mechanics properties of one typical flue gas duct in fuel electric plant.
通过建立火力发电厂钢烟道的有限元计算模型,对烟道壁板、烟道横向加劲肋和有无内支撑对钢烟道力学性能的影响进行了计算分析,并对设置纵向加劲肋的作用进行了深入讨论。
5) stiffening rib
加劲肋
1.
During the analysis, two parameter was considered:the depth and length of stiffening rib.
利用有限元软件分析输电铁塔8个地脚螺栓塔脚板受力过程,讨论其破坏机理、破坏准则,介绍了加劲肋厚度、长度等参数变化对其承载力的影响,在此基础上提出一些设计建议。
2.
The paper analyses the stability of rib slab on method of energy,the formula of longitudinal critical force is deduced,and rational arrangement of stiffening rib is discussed.
利用能量法分析了加肋平板的稳定问题 ,推导了纵向临界力的计算公式 ,并探讨加劲肋的合理布置 。
3.
The steel silo wall is a typical cylindrical shell structure which is very sensitive to the boundary conditions, so setting up stiffening rib on the silo wall can improve the stability effectively, but it is the lack of related research.
再采用数值分析方法,包括线性特征值屈曲分析、几何非线性分析及几何、材料双重非线性分析,研究了不同加劲肋对钢筒仓仓壁稳定性能的影响。
6) inclined stiffener
斜加劲肋
1.
The codes and specifications of China in steel-structure field require that the bearing ability of shear force in panel zone must be sufficient and the inclined stiffener should be applied.
但是却没有给出所设置的斜加劲肋的计算办法。
2.
The codes and the specifications in steel-structure field in China,such as GB50017-2003 , JGJ 99-98 and CECS 102:2002, said the bearing ability of shear force in panel zone must be sufficient, otherwise the inclined stiffener should be applied.
但是设置了斜加劲肋的节点域的承载能力或者所设置的斜加劲肋应如何设计计算在所有这些规范和规程中均没有给出明确的说明。
补充资料：内加
内加
治法。出《马王堆医书·杂疗方》。 是用于男性以激发情欲，使阴茎勃起的治疗方法。主要为外用法，可分为两类。一为药丸外 敷， 药丸制备后，用时敷于脐孔中，二为药布法，将布渍药汁中，然后阴干保存备用，用时可揉 摩和缠绕阴茎。无论用药丸或药布，用药时限皆以阴茎勃起为度。所用药物皆为辛香温热、 益精壮阳之品，如白松脂、桂、姜、椒、皂荚、蜂螫、犬肝、好醋等。由于药品和外物的双 重刺激，因此而激发情欲，使阴茎勃起。
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