传统的消能减震结构设计流程，主要使用基于实验室试验数据的结构性能分析，难以评估既有结构的消能减震装置的实装效果，以及结构的实际抗震性能是否达到预计性能目标，同时也很难将实装后的消能减震效果反馈于设计流程。本研究将直接利用地震频发地区的消能减震结构的强震监测数据，结合振动台实验和数值模拟，提出基于位移和恢复力监测数据的消能减震装置的滞回模型识别及性能评估方法，提出消能减震结构的非线性识别方法，建立结构抗震性能和消能减震装置的耗能能力评估方法，从而揭示消能减震装置和结构的抗震性能演化规律，并将结果反馈于设计流程，建立基于强震监测数据的更合理的初始设计理论和性能再生理论，提出更有效的初始设计和再生设计方法，最大程度地发挥消能减震装置的性能，提高消能减震结构的抗震性能。

The traditional design way for an energy dissipation structure nowadays generally utilizes an analyzing method based on the experimental results in laboratory for energy dissipation devices. Such design way is difficult to evaluate the real responses of the devices and structure during an earthquake after the installation of the devices, and also is impossible to estimate whether the devices and structure achieved the objective design purpose or not, which in turn makes it difficult to feed back the real effect of the devices to the design process. This research directly utilizes vibration response data of an energy dissipation structure locates in a region where earthquake frequently occurs, together with the simulation and vibration table test results, to estimate the hysteresis behavior of the energy dissipation devices and the characteristics of the structure. By proposing nonlinear evaluation method for the structural performance and the energy dissipation ability of the devices, we try to develop the characteristics variation law of the energy dissipation devices and the structure. Those results will help us to feed back the evaluation results to the design process to establish more reasonable design theories and methods for initial design and performance rehabilitation, in order to fulfill the capacity of the energy dissipation devices, and improve the seismic capacity of the energy dissipation structure.