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依据《建筑抗震设计规范》(GB 50011—2010),配合美国规范FEMA 356,提出一套消能减震结构在多遇地震下的等值线性分析方法和一套适用于消能减震结构在罕遇地震下的静力非线性分析方法。此方法适用于位移型阻尼器和防屈曲支撑,不但可使消能减震结构的结构分析简化,并可避免受分析程序的限制,在不含阻尼器单元的分析程序上依然可做消能减震结构在多遇地震和罕遇地震下的结构分析。将此分析方法用于消能减震结构的结构分析,以证明此分析方法的可行性。
According to Code for Design of Seismic Design of Buildings (GB 50011-2010) and in accordance with the American Standard FEMA 356, a set of equivalent linear analysis methods for energy-dissipating shock-absorbing structures under frequent earthquakes and a set of methods suitable for energy- Static Nonlinear Analysis Method in Rare Earthquake. This method is suitable for the displacement damper and the buckling support, which not only simplifies the structure analysis of the energy dissipation structure but also avoids the limitation of the analysis program, and can still dissipate the analysis program without the damper unit Structural Analysis of Vibration Absorption Structure Under Severe Earthquakes and Rare Earthquakes. The analysis method is applied to the structural analysis of energy dissipation structure to prove the feasibility of this method.