Viscous dampers are widely used in vibration energy dissipation project. The researches on viscous dampers used in energy dissipation project at present are more, and one of the main research contents is about how to improve energy dissipation efficiency. In the current study, the effect of the supporting stiffness in dampers is neglected, and only its strength and stiffness is verified. Based on the research on the principle and mechanical model of viscous damper, the influence of supporting stiffness on various energy dissipation working parameters has been analyzed in this paper. The results showed that, supporting stiffness has great influence on the energy dissipation efficiency, then with energy dissipation efficiency as the index, this paper derived the generality support stiffness design formula for energy consumption optimizing, which provide scientific basis for similar design.

In this paper, the basic principle, secondary software development and practical application of viscous damper vibration reduction technology are studied. The viscous damping coefficient velocity function equivalence method is used, and the secondary development is carried out in the finite element software ANSYS through program compilation, and the operation interface of the velocity function equivalence method is established. On this basis, the complex vibration problems of an existing building are studied, and the arrangement and installation of viscous dampers are guided on site.Through comparative analysis, it is concluded that the UIDL program and APDL macro command stream in the finite element software ANSYS can be used to establish the operation interface of the speed function equivalent method, which makes the method have better applicability and operability, improve the work efficiency and facilitate the popularization and application. By adopting the nonlinear viscous damper damping technology, before the structure and equipment produce strong vibration, the damper first enters the energy dissipation state, produces large damping, greatly consumes vibration energy, and rapidly attenuates the dynamic response of the structure and equipment to ensure the safety and normal use of the structure and equipment.The field dynamic test results and the finite element analysis results both show that the viscous damper vibration reduction technology based on the velocity function equivalent method has a significant vibration reduction effect, and is an effective means to solve the existing building vibration problems.

This paper puts forward pseudo-response spectrum method for calculating the dynamic response of structure caused by harmonic load on the floor, and proposes to use frequency ratio as a new modal truncation index. Combined with engineering practice, the analysis results of pseudo-response spectrum method were compared with the results of existing dynamic coefficient method and elastic time-history method. The contrast results show that dynamic coefficient method due to lacking of considering dynamic properties enough was not able to meet the real response and could not evaluate the comfort of the vibration. The results of pseudo-response spectrum method with suitable mode combination method have the same law of the maximum enveloping value as elastic time-history method. This proved that pseudo-response spectrum method is reasonable, safe and economical, which can provide the basis for engineering design.