无粘结部分预应力,unbonded partially prestressed
1)unbonded partially prestressed无粘结部分预应力
1.Based on the analysis of outside core ofunbonded partially prestressed flat beam column joints, this paper proposes a new designed method for such kind of joint core,which is verified by test data.通过对无粘结部分预应力扁梁柱节点外核心区的受力分析 ,提出了一种新的节点外核心区的设计方法 ,设计方法的正确性得到了试验数据的证实 ;通过一个例题 ,比较了所提出的设计方法与规范GBJ1 0— 89设计方法和其它文献提出的设计方法 ,结果表明 ,作者提出的设计方法概念明确 ,计算简单 ,考虑因素全面 ,可供工程设计参考使用。
英文短句/例句
1.THE ANALYSIS OF ULTIMATE STRESS INCREMENT FOR PARTIALLY PRESTRESSED WITH UNBONDED TENDONS无粘结部分预应力筋极限应力增量评析
2.Static Analysis of Unbonded Partially Prestressed Reinforced Concrete (PPC) Beam-Column Connection Behavior;无粘结部分预应力砼梁柱节点的受力性能研究
3.Calculation of deformation for unbonded partially prestressed concrete (PPC) beams with high strength concrete无粘结部分预应力高强混凝土梁变形计算
4.Calculation of Closed Bending Moments for Unbonded Partially Prestressed Concrete (PPC) Beams with High Strength Concrete;无粘结部分预应力高强混凝土梁闭合弯矩计算
5.Reset performance research review of the unbonded partially prestressed concrete column无粘结部分预应力混凝土柱复位性能研究综述
6.Research on the Influence of the Degree of Prestress to Re-centering Behavior of Unbonded Partially Prestressed Concrete Columns;预应力度对无粘结部分预应力混凝土柱复位性能的影响研究
7.Mechanics Characteristic Study and Numerical Simulation on Unbonded and Partially Prestressed Concrete Composite Beams;无粘结部分预应力混凝土叠合结构的力学性能研究与数值仿真
8.Application and Seismic Behaviors of Partially Prestressed Concrete Frames with Unbonded Tendons;无粘结部分预应力混凝土框架结构的应用及其抗震性能研究
9.Aseismic Research on Unbonded Partially Prestressed Concrete Flat-Beam Frame Structure;无粘结部分预应力混凝土扁梁框架结构抗震研究
10.Experimental Study on Flexural Behavior of Unbonded Partially Prestressed Concrete Beams with CFRP TendonsCFRP筋无粘结部分预应力混凝土梁受力性能的试验研究
11.The Application Research of Unbonded Partially Prestressed Concrete Beam in Railway Bridge;无粘结部分预应力混凝土梁在铁路桥梁上的应用研究初探
12.Nonlinear Finite Element Analysis of Unbonded Partial Prestressed Concrete Simply Supported Beam;无粘结部分预应力混凝土简支梁非线性有限元分析
13.Nonlinear Finite Element Analysis of Partially Prestressed Concrete Skew Curved Slab Bridge with Unbonded Tendons;无粘结部分预应力混凝土斜弯板桥非线性有限元分析
14.CHECKING COMPUTATIONS ON REINFORCEMENT AND ULTIMATE STRENGTH OF CONTINUOUS BEAM BRIDGES OF NON-BONDED AND PARTIALLY PRESTRESSED CONCRETE无粘结部分预应力混凝土连续梁桥的配筋与极限强度验算
15.The Research on the Influence of the Axial Compressive Ratio to the Seismic Performance of the UPPC Flat Beam-Column Joints;轴压比系数对无粘结部分预应力扁梁节点抗震性能影响研究
16.Research on Seismic Resistant Behavior of Unbonded Partially Prestressed High-Strength Concrete Exterior Flat Beam-Column-Slab Subassemblages;无粘结部分预应力高强混凝土扁梁柱板边节点抗震性能的研究
17.FEM Analysis of Unbonded Prestressed Floorslab Structures;无粘结预应力楼盖结构的有限元分析
18.no bond stretching无粘结纲筋的后预应力
相关短句/例句
unbond partially prestressed concrete structu re后张无粘结部分预应力
3)unbond partially presstressed concrete structure无粘结部分预应力混凝土结构
4)partially-prestressed and partially-bonded部分预应力部分粘结
1.To improve the bending and ductility behavior of prestressed concrete beams that reinforced with carbon fiber reinforced plastics bars(CFRP), in the light of the special material property of CFRP bar, a new concept, “partially-prestressed and partially-bonded", was first introduced in China.为了改善碳纤维筋(CFRP)预应力混凝土梁的受力及延性性能,针对CFRP筋特殊的材料性能,在国内首次引入了“部分预应力部分粘结”的新概念。
5)unbonded partial prestressed concrete beams无粘结部分预应力混凝土梁
6)unbonded partially prestressed concrete无粘结部分预应力混凝土
1.According to the basic theory of structural reliabi li ty and member design method ofunbonded partially prestressed concrete member, b ased upon characteristic crack width, the reliability of unbonded partially pres tressed concrete members is analyzed for serviceability limit state.根据结构可靠性的基本理论和无粘结部分预应力混凝土构件设计方法 ,分析了基于“特征裂缝宽度”的正常使用极限状态下的可靠性 。
2.The key to calculate the ultimate flexural strength ofunbonded partially prestressed concrete(UPPC) beam bridges is how to determine the ultimate stress of unbonded post tensioning tendons.无粘结部分预应力混凝土 (UPPC)梁桥抗弯强度计算的关键 ,是如何确定无粘结预应力筋的极限应力。
3.This paper analyses the main factors which affect the ultimate stress of unbonded tendons inunbonded partially prestressed concrete(UPPC) beam bridges,and simply introduces the various calculating methods and equations of the ultimate stress in unbonded post tensioning.分析了影响无粘结部分预应力混凝土 ( UPPC)梁桥无粘结预应力筋极限应力的主要因素 ,并简要评述了国内外现有的无粘结预应力筋极限应力计算方法与公式。
延伸阅读
HJ-1水产饲料粘结剂分子式：分子量：CAS号：性状：白色粉末。用途：是一种高分子型粘合剂。用作鱼虾饵料粘合剂，用量仅为饲料量的0.5%。粘合性能好。被粘接的颗粒饲料在水中保形时间大于2小时，达到鱼虾粘合剂的指标。也可用作鸡、猪、牛等配合饲料粘结剂。制备或来源：以尿素、醛、醇为原料，经反应改性后，即得本品。类别：粘结剂
