【摘要】 以钢框架短肢组合钢板剪力墙结构该结构形式为研究对象,基于薄板理论及经典结构力学原理,建立了整体力学模型。理论模型中考虑了梁、柱抗侧刚度,梁柱节点、组合钢板剪力墙抗剪刚度及钢板与边缘框架间的等效摩擦阻尼。根据结构变形特点及计算假定建立了结构抗侧刚度、弹性极限抗剪承载力、结构体系极限抗剪承载力及结构体系能量耗散4个理论计算模型。通过与实际结构模型试验结果比较,该整体力学模型计算精度能够满足理论分析要求。文章最后对理论计算值与试验结果的差异进行了分析。更多还原

【Abstract】 Based on concepts of mechanics,a mechanical model of novel type of steel plate composite shear wall is presented.The novel type of structure is formed by steel plate shear wall and T-shaped solid-web composite columns.Flexural stiffness of steel beams,lateral stiffness of the T-shaped solid-web composite columns,shear stiffness of steel plate composite shear wall and shear stiffness of beam-column connection are taken into account in the mechanical model.And the equivalent damping between steel plate and boundary is considered.Based on the deformation features of structures and the calculation hypothesis,the lateral stiffness model and the energy dissipation model of structures are developed.Meanwhile,the calculation equations of elastic ultimate and plastic ultimate of shear strength of structures are set up.The theoretical analysis results inosculate better with the results of experiment.The comparison between the result calculated from the formula and the experimental result shows that the calculation precision is high enough to meet the demand of theoretical analysis.The difference,including equivalent model,stress states,manufacturing defect and installation error,between the formula and the experiment has been further discussed.更多还原