| 1. | Application of strut - and - tie model to the design of corbel distributed steel
压杆模型法在牛腿配筋设计中的应用 |
| 2. | Corbel back slab
撑架悬臂板 |
| 3. | In addition calculative formulas of the ultimate load aim at corbels in flexural . corbels in shear is rarely studies
另外，承载力的计算公式也是针对牛腿受弯破坏建立的，对牛腿受剪性能的研究还比较少。 |
| 4. | The complex consists of circular defensive towers in the form of truncated cones built of dressed stone , with corbel - vaulted internal chambers
这一综合结构包括用修琢的石头堆砌而成的锥状环型防御塔，以及在塔内用梁托支撑成的套间。 |
| 5. | Corbels , deep beams and pile caps are included basically in non - flexural elements , the calculative theory of which is relatively complicated , and its calculative method of which is not consistent
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。 |
| 6. | There is no relavant content in corbels in steel fiber reinforced concrete regulations of structural design and construction ( cecs38 : 92 ) . accordingly the design of steel fiber reinforced corbels does not have any regulations to follow
国内现行的《钢纤维混凝土结构设计与施工规程》 ( cecs38 ： 92 )也没有相关的内容，使得钢筋钢纤维混凝土牛腿的设计无章可循。 |
| 7. | Nowadays convention exhibition industry ( hereby called cei ) has been recognized as a corbel industry in most cities of china , owing to its strong domino effect which often affects in the area of society , economy and culture
由于会展业具有较强的社会、经济、文化效应，当前我国许多城市发展会展业的热情空前高涨，许多城市将会展业作为地方的一项支柱产业或重点产业来发展，但目前我国城市会展业的发展中还存在一些问题，如重复办展、管理混乱、定位盲目等。 |
| 8. | For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1 , has its performance of mechanics that is close to cantilever deep beams , it is an important kind of components in architectural structure which sustains roof trusses , brackets , tray " beams , frame " beams , wall " beams and crane " beams
剪跨比a h _ 0 1的短钢筋混凝土牛腿，其受力性能接近于悬臂深梁，在建筑结构中是支承屋架、屋面梁、托架、托架梁、框架梁、墙梁和吊车梁等的重要构件。 |
| 9. | The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section . the amount of longitudinal reinforcement be ascertained on the basis of the flexure model , is obtained according to static for balance condition , the calculative expression of the load is obtained . and in terms of the design method in ultimate state the maximum load
我国规范对于牛腿的设计规定，牛腿尺寸的确定以斜截面抗裂作为控制条件，纵筋用量的确定以弯压破坏模型为基础，根据静力平衡条件得到承载力的计算公式，按照极限状态设计方法计算得到，箍筋用量则按照构造要求确定。 |
| 10. | Thus the use of steel fiber reinforcement concrete in corbel can avoid complicated calculating in design , and the diminish difficulty of construction , at the same time when corbel ' s dimension can not be increased the reinforcement concrete corbel ' s ultimate load capacity and anti - seismic performance can be improved by the addition steel fiber into concrete . this method has become a kind of applied method and is highly concerned by the domestic and international academe and engineer group
因此，在配筋密集的牛腿中使用钢纤维混凝土可以避免设计时繁杂的配筋计算、减小施工难度，同时在牛腿截面尺寸不能增大的情况下，可以通过加入钢纤维来提高钢筋混凝土牛腿的承载力和抗震性能，用钢纤维加入钢筋混凝土牛腿已成为一种实用方法受到了国内外学术界和工程界的极大关注。 |
