| 1. | Study of composite box foundations using infinite element
无穷元在复合箱基中的应用研究 |
| 2. | Test study of the dynamic interaction of structure - box foundation - soil system
框架结构动力相互作用体系试验研究 |
| 3. | Technical code for tall building box foundations and raft foundations of tall buildings
高层建筑箱形与筏形基础技术规范 |
| 4. | The nonlinear parameters of the complicated dynamic soil - box foundation - frame structure interaction system are inversed according to this nonlinear calculating model and this inversion method
利用非线性计算模型和变量分离的非线性参数拟合法,实现了复杂的土-箱型基础-框架结构相互作用系统的非线性参数反演。 |
| 5. | Last , the 2 - d lumped mass nonlinear model is established to simulate the dynamic soil - box foundation - frame structure interaction system , and the variables separated nonlinear parameters fitting method is proposed
最后,建立了土-箱型基础-框架结构相互作用系统的非线性计算模型,并提出了变量分离的非线性参数拟合法。 |
| 6. | First , based on a field large - scale dynamic soil - box foundation - frame structure interaction system in hunan university , a 3 - d finite element model and a 2 - d lumped mass model are established in this paper
本文针对湖南大学建立的野外大比例尺土-箱型基础-框架结构动力相互作用模型,首先建立了两种分析计算模型:三维实体有限元模型和二维集中质量模型。 |
| 7. | 2 . a test of large - scale outdoor model of soil - box foundation - rc frame structure is introduced , including geological conditions , the model itself and dynamic tests with those locations of the test position . 3
2 、介绍了野外大比例模型试验各方面的情况,包括模型所在地的地质条件概况、模型本身的详细情况、试验中测点布置以及各项动力试验的基本情况等。 |
| 8. | The model and the single period objective function inversion method can be used for linear physical and mechanical parameters inversion of the other dynamic soil - box foundation - frame structure interaction systems under top harmonic excitation
该计算模型和单周期目标函数反演方法,可用于其他土-箱型基础-框架结构动力相互作用系统在简谐激振力下线性物理力学参数的反演。 |
| 9. | This text utilizes ansys of finite element general program to set up calculation model of reinforced concrete frame on box foundation . based on adjustment of the influence factor of ssdi system , a large amount of computer simulation is calculated
本文利用通用有限元程序ansys ,以箱型基础的高层现浇钢筋混凝土框架结构为基础建立计算模型,调整土-结构相互作用体系的影响因素,进行大量的计算机模拟计算。 |
| 10. | Associated with engineering practice , two important questions . one being laying - over depth of box foundation and the other being the measures for treating different settlement between main and buildings , are discussed in the view of designing . and the methods for dealing with practical engineering problems are presented also
结合工程实践，从设计的角度对高层建筑箱基的埋置深度和主楼与裙房间沉降差异的解决措施进行了讨论，提出了一些处理实际工程问题的措施 |
