1) multi-ribbed composite slab
密肋复合墙板单元
2) multi-ribbed walls
密肋复合墙板
1.
Test research of the reinforced concrete fundamental frame structure with autoclaved aerated concrete masonry infilled in multi-ribbed walls;
加气混凝土密肋复合墙板框格单元的试验研究
2.
In order to investigate the degradation mechanism of the mechanical property of elemental reinforced concrete frames in multi-ribbed walls, three elemental reinforced concrete frames with different relative stiffness and three identical frames without infill were tested under cyclic load.
为研究密肋复合墙板内钢筋混凝土框格单元结构的力学性能退化机理,对3个不同相对刚度比的框格单元及3个空框格结构进行了1/2比例模型循环加载试验。
3.
This paper presents a study on the mechanical behavior of the fundamental reinforced concrete frame structure in multi-ribbed walls,where 1:2 ratio model experiments of eight specimens were conducted.
为研究密肋复合墙板内钢筋混凝土框格单元结构的力学性能,对5个不同相对刚度比的框格单元及3个空框格结构进行了1/2比例模型试验。
3) multi-ribbed composite wall
密肋复合墙板
1.
Analysis on the shear strength and bearing capacity of multi-ribbed composite wall;
密肋复合墙板抗剪性能和承载力分析
2.
Lateral rigidity and shear resisting capacity of multi-ribbed composite wall
密肋复合墙板抗侧刚度及承载力研究
3.
Five fundamental frame structures are tested under monotonic load in order to study the interaction mechanism between frame grids and filling blocks of multi-ribbed composite wall,and the failure process and failure characteristics are summarized in details.
为了研究密肋复合墙板中框格与填充块间的相互作用机理,进行了5个框格单元的单调加载试验,讨论了框格单元的破坏过程及破坏特征,试验表明:填充块的作用可等效为铰接于框格的对角斜压杆。
4) multi-ribbed wall slab
密肋复合墙板
1.
Fourteen specimens of multi-ribbed wall slabs were tested under low-frequency cyclic lateral loading,horizontal and vertical monotonously increasing loading.
通过对14榀不同形式的密肋复合墙板试件进行水平低周反复加载、水平单调加载以及竖向单调加载试验,研究了墙板的受力特点与破坏模式以及墙板中肋梁、肋柱与填充砌块的共同工作性能。
5) multi ribbed wall slab
密肋复合墙板
1.
Due to the complexity of constitute materials,multi ribbed wall slabs′elastic constants are difficult to define.
为了解决密肋复合墙板材性复杂 ,弹性常数不易确定的问题 ,通过对墙板构造的分析 ,按照截面上混凝土含量不变的原则 ,经二次单向纤维加强 ,将密肋复合墙板等效为正交各向异性的纤维加强复合材料 ,建立了墙板的复合材料力学模型 ,提出了墙板弹性常数的理论计算公式 ,在此基础上进一步将等效墙板简化为各向同性模型 ,提出实用弹性常数计算方法 ,为工程设计提供了理论依
2.
Through low frequency cyclic loading tests and horizontal loading tests on multi ribbed wall slabs with light weight outer frame,the main failure patterns of the walls are studied.
介绍了加外框密肋复合墙板在水平低周反复及单调荷载作用下 ,墙板的主要破坏形态 ,分析了复合墙板肋梁、肋柱与内部填充砌块、墙板与外框的共同工作性能 ,对复合墙板的承载能力、刚度、变形能力、延性、耗能等抗震性能进行了研究分析 ,最后就复合墙板的抗震设计提出了几点讨
6) multi-ribbed composite wall
密肋复合墙
1.
Research on frame-multi-ribbed composite wall structure new system
框架-密肋复合墙结构新体系研究
2.
The multi-ribbed composite wall structure have many advantages such as lightweight and high strength , good thermodynamic performance,easy construction and lower in cost.
密肋复合墙节能结构住宅体系具有生态节能、分灾减震、施工简便、造价低廉等显著优点,适用于多层和中高层建筑。
3.
Through the BP Network, a prediction model of bending behavior be made and do researches on optimization design of Multi-ribbed Composite Wall.
密肋复合墙结构的开发顺应了我国可持续发展战略,是一种自重轻、抗震性能好、施工速度快、节能效果佳、经济实用的建筑结构新体系,具有广阔的发展前景。
补充资料：板肋
1.指胸部或背部结实隆起的肌肉。
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