| 1. | So it is a double composite shear wall . experimental study and theoretic analysis on the seismic behavior of this new shear wall have been done in this paper . 2
2 .进行了6个1 / 3缩尺的剪跨比为1 . 85的中高剪力墙的抗震性能试验研究。 |
| 2. | According to the test of the shear beams reinforced with the stirrup of hrb400 steel bars , the mechanical property of stirrup in the members is studied
通过hrb400级钢筋作箍筋的不同剪跨比的受剪梁的试验，分析了此类钢筋作箍筋的受力情况。 |
| 3. | Experimental study on the seismic behavior has been systemicly studied and theory analysis has been done to this new shear wall . the main contents are listed as follows : 1
本文主要工作: 1 .进行了6个1 / 3缩尺的剪跨比为2 . 2的高剪力墙的抗震性能试验研究。 |
| 4. | Its test specimens are four hollow shear wall of reinforced concrete , which have the different the ratio of shear span to effective depth of section and the ratio of axial compressive force to axial compressive ultimate capacity of section
本课题为钢筋混凝土空心剪力墙抗震试验研究及非线性有限元分析，课题的对象为四片不同轴压比以及不同剪跨比的钢筋混凝土空心剪力墙板。 |
| 5. | Its test specimens are four r . c hollow shear walls with vertical seams ; they have different heights and two loading measures . firstly , studies the stress distribution and deformation of the shear wall in elastic phase with ansys limited element program
本课题为带竖缝钢筋砼空心剪力墙板抗震性能试验研究，试验的对象为四个不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板。 |
| 6. | The influence factor of shearwalls in shear strength have lot of , for example , shear to across the ratio , the rate of steel , concrete strength , load and frame etc . it is clear that low shearwalls is a key to inquiry into its extreme limit load breakage mechanism
影响剪力墙抗剪强度的因素很多，如剪跨比、配筋率、混凝土强度、荷载、边框等。明确低矮剪力墙的受力破坏机理是探讨其极限承载力的关键。 |
| 7. | The damage process of a concrete plate , the different failure configuration of reinforced concrete beam with different ratio of shear to span , and the collapse process of reinforced concrete frame due to explosion are simulated and analyzed
文中对在强制位移作用下的混凝土板破坏过程、对钢筋混凝土梁在不同剪跨比情况下的不同破坏形态以及在爆炸荷载作用下的钢筋混凝土框架结构的倒塌破坏过程进行了模拟分析。 |
| 8. | Using the contrast tests of 13 recycled aggregate concrete beams and natural aggregate concrete beams , the effects of replacement ratio of recycled coarse aggregate and shear - span ratio on the characters of shear capacity and deformability of recycled concrete beams are investigated
摘要通过13根再生混凝土梁与普通混凝土梁的对比试验，对再生粗骨料取代率、剪跨比等因素对再生混凝土梁斜截面受力和变形性能的影响进行探讨。 |
| 9. | Additionaily , the calculation method presented by specification for design of r . c . special shaped columns ( dbj / tl5 - l5 - 95 ) is discussed . in order to study the shear responses of special shaped columns , the ratio of tensile flexural steels " the ratio of moment and the shear - span ratio were analyzed
为了研究异形截面柱的受剪性能，本文在总结已有试验资料的基础上，分别讨论和分析了考虑受拉纵筋配筋率、弯矩比和剪跨比对异形截面柱受剪承载力的影响。 |
| 10. | In this paper , five restrained beams with web and different longitudinal reinforcement were tested under static point loads , with the shear - span ratio being kept around 1 . 5 . on this basis , the overall process of cracking development under shear and the effect of longitudinal reinforcement ratio on it was investigated
本文通过集中荷载作用下五根剪跨比为1 . 5 、不同纵筋率的有腹筋约束梁的试验，深入研究了有腹筋约束梁的受剪破坏全过程及纵筋率对其的影响。 |
