| 1. | Discussion on limit value of axial compression ratio of steel reinforced concrete columns
钢骨混凝土柱轴压比限值控制的讨论 |
| 2. | Application study of prestressed conversion beam on the steel reinforced concrete column
劲性混凝土柱预应力转换大梁应用研究 |
| 3. | The results of the tests indicate that steel reinforced concrete columns possess nice aseismatic performance
试验结果表明，型钢混凝土柱具有良好的抗震性能。 |
| 4. | Eight steel reinforced concrete columns and four steel reinforced concrete combined frames were tested under low cyclic loading
完成了8根型钢混凝土框架柱和4榀型钢混凝土组合框架的低周反复荷载试验。 |
| 5. | The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved
在实际运用中为了便于在梁柱节点处梁钢筋的穿透,空腹桁架式钢骨混凝土柱是一种常见的src柱。 |
| 6. | This paper presents the design of a high - rise steel reinforced concrete building , gives emphasis to the layer model elastic and plastic analysis , steel reinforced concrete column calculating
摘要介绍了一幢高层钢骨混凝土结构设计，着重介绍层模型弹塑性时程分析、钢骨柱计算。 |
| 7. | For common reinforced concrete and steel reinforced concrete columns with axial compression , it is pointed out that the same stability coefficient can be adopted and closed reliability level can be provided
提出对于普通钢筋混凝土与型钢混凝土轴心受压柱，可采用相同的稳定系数，并具有基本相同的可靠度水准。 |
| 8. | ( 3 ) the static load tests of 18 steel reinforced concrete columns with different ratios of length to thickness under axial compression were carried out , which provide reliable grounds for the design of this kind of members
3 、为填补空白，完成了18根不同长细比的型钢混凝土轴心受压柱静力荷载试验，为这类构件设计提供了可靠的试验依据。 |
| 9. | In this thesis , nonlinear finite element analysis about two different beam - column joints of steel beam - steel reinforced concrete column was studied with ansys . the capacity , stress , displacement and other abilities of joints was analyzed
本文应用大型有限元软件ansys对两个不同类型的钢梁?钢骨混凝土柱梁柱节点的承载力、应力、应变及其它性能进行了非线性有限元分析。 |
| 10. | In the ansys software environment , two three - dimensional finite models are constructed , based the experiments of four steel beam - steel reinforced concrete column joints under low reversed cyclic loading by beijing polytechnic university ( 2000 )
本文在钢梁?钢骨混凝土柱节点抗震性能试验研究的基础上，应用大型有限元软件ansys对其中两个不同类型的节点试件进行了非线性有限元分析。 |
