| 1. | Cracking loads of sfrc tree - pile caps and their calculation
钢纤维混凝土三桩厚承台开裂荷载计算 |
| 2. | And the performance of the tested beams and modes of failure are presented and discussed in this thesis
试验中测量了受弯构件的开裂荷载、极限荷载、钢筋应变及钢丝网应变等等。 |
| 3. | ( 2 ) the crack load increases with the increase of the amount of the prestressing steel or the tensioning stress
( 2 )预应力筋用量的增加、张拉控制应力的增大使预应力框架梁、柱的开裂荷载提高。 |
| 4. | The crack load of the frame applied horizontal load and vertical load is larger than that of the same frame applied vertical load only
梁、柱开裂荷载在既受水平荷载又受竖向荷载情况下都比相应的只受竖向荷载的情况下要小。 |
| 5. | Influence of the amount of the prestressing steel and the tensioning stress to the crack load of the beam is greater than that to the crack of the column
并且预应力筋的用量和张拉控制应力对梁开裂荷载的影响要比对柱开裂荷载的影响要大得多。 |
| 6. | Using two different finite element models , compress and shear destroyed states , starting crack load and ultimate bearing capacity are obtained
通过建立两组不同的砌块墙体有限元模型,分析了砌块墙体受压和受剪的破坏形态、开裂荷载和极限承载力。 |
| 7. | 2 . specimens ’ cracking loads under dead - load have been calculated based on the tension model of ordinary concrete . the calculating value is larger than the testing value by 29 % to 37 %
2 、按照普通混凝土的受拉本构模型计算试件静载下的开裂荷载,计算值比实测值大29 % 37 % 。 |
| 8. | Experiment results show that prestressing force can greatly improve masonry crack - resistance behavior and the carrying capacity of crack - resistance is greatly improved after being prestressed
试验表明对砌体墙施加预应力，大大提高了墙体的开裂荷载，改善了砌体结构的抗裂性能。 |
| 9. | Compared with the usual shear wall , shear wall with concealed steel bar truss have the following advantages : 1 . cracking load , yield load and ultimate load are obviously higher . 2
与普通中高剪力墙相比,内藏钢桁架中高剪力墙具有以下优势: 1 .开裂荷载明显提高,屈服荷载和极限荷载均显著提高。 |
| 10. | Crack of column equal to improve rotating ability of end of beam . therefore , it improves ability of moment modulation of end of beam . 9 ) the secondary moment has important influence on crack load
（ 9 ）次弯矩的存在对开裂荷载有较大的影响，在单层单跨框架中增加了梁端的开裂荷载，降低梁跨中的开裂荷载。 |
