| 1. | Seismic behavior analysis of special - shaped column frame structure
异形柱框架结构抗震性能分析 |
| 2. | Design method and parameters control of special shape column frame structure
异形柱框架结构设计方法分析与参数控制 |
| 3. | Parameter analysis for out - plane global stability of space lattice tilted column frame
斜腿刚架平面外整体稳定性参数分析 |
| 4. | It is an intergradation structure style between erose - section - column frame and conventional shear wall structure
短肢墙结构的特点是： ( 1 )结构形式符合建筑功能需要。 |
| 5. | It is shown that the seismic behavior of the new - style frame presented in this thesis is greatly improved compared with that of the normal special - shaped column frame
试验表明，本文研究的新型框架结构与纯异形柱框架相比，抗震性能显著提高。 |
| 6. | It is the first time that the experimental research on the seismic behavior of the new - style special - shaped column frame with bottom rectangle columns is presented
在国内外首次进行了底部矩形柱上部异形柱框架这一新型结构的抗震性能试验研究。 |
| 7. | There is much test research about special - shaped column frame structure , but so lack about its elasto - plastic performance theory research in the strive earthquake
对异形柱结构的试验研究已相当多，而对其弹塑性性能，尤其对其在大震作用下的抗震性能的理论研究尚显不足。 |
| 8. | Rc structure , in which the most often seen forms are rectangle frame , special - shape column frame and short - leg shear wall structure ( the ratio of leg length and width is 5 - 8 ) , is widely used in multistory residence
钢筋混凝土结构在多层住宅中已经得到广泛应用，其中以矩形柱框架、异形柱框架和短肢剪力墙结构(肢长与厚度之比为5 8 )为常见。 |
| 9. | Based on the current structure design codes , a one tenth scaled 2 bays , 3 - stories model of concrete filled steel tube ( cfst ) column frame structure is designed and manufactured , and tested on the shaking table
摘要基于现行结构设计规范，设计制作了一榀1 / 10比例的单跨、两开间八层钢管混凝土柱钢梁框架结构模型，对其进行了模拟地震振动台试验。 |
| 10. | Then , the factors which cause the r . c . special - shaped column frame to strongly destroy are given . the finite element modals of ved , frd and f - ved are established whose hysteretic curves are obtained by analyzing their dynamical performance
本文建立了ved 、 frd和f - ved的有限元模型，对三种模型进行了动力特性分析，得到了各自的力-位移滞回曲线。 |
