| 1. | Concrete - filled steel tubular member
钢管混凝土构件8 |
| 2. | In the paper , the main work is as follow : 1
本文研究矩形钢管混凝土构件的滞回性能，具体进行了以下几方面的工作： 1 |
| 3. | The elastoplastic torsion rigidity analysis of the centrifuge concrete filled thin - walled steel tube
离心钢管混凝土构件扭转弹塑性刚度分析 |
| 4. | The elastoplastic torsion rigidity analysis of the centrifuge concrete filled thin - walled steel tubes
离心钢管混凝土构件扭转弹塑性刚度分析 |
| 5. | This paper gives the oondition about the veinforced - concrete beams to calculate and analyse the flexural mechanical capability unted temporary loads
给出了钢管混凝土构件的计算条件，对构件在临时荷载作用下受弯的力学性能进行了分析和计算。 |
| 6. | A mechanics model for the load - deformation relationship curves considered pre - stress in the steel tube of the cfst columns and beam - columns was established
建立了考虑钢管初应力影响时钢管混凝土构件荷载-变形全过程关系曲线的数值分析模型； 2 |
| 7. | Abdel - rahman n , sivakumaran k . s . material properties models for analysis of cold - formed steel members [ j ] . journal of structural engineering . 1997 , 123 ( 9 ) : 1135 - 1143
王志滨,陶忠,韩林海.矩形冷弯型钢钢管混凝土构件力学性能研究[ j ] .工程力学2005 (已投稿) |
| 8. | In this paper we made finite element analysis on the shrinkage influence of the ceft and did a series of shrinkage and mechanical tests
本文对考虑收缩作用的钢管混凝土构件进行了有限元分析并对钢管高强混凝土构件进行了收缩及力学试验研究，具体工作如下： 1 |
| 9. | In this stability analysis , axle load constitutive relation of the cfst components are considered according to this bridge in order to take material nonlinearity ' s influence into account
结合该桥的特点，在稳定性分析中引入了钢管混凝土构件的轴压本构关系，以考虑材料非线性对稳定的影响。 |
| 10. | An experimental study on 14 square cfst members with and without pre - stress in steel tube was carried out . a comparison of results calculated using this model shows good agreement with test results . 3
进行了14个有或无初应力的方钢管混凝土构件的试验研究，理论计算结果与试验结果吻合良好； 3 |
