邓明科, 梁兴文, 辛 力. 剪力墙结构基于性能抗震设计的目标层间位移确定方法[J]. 工程力学, 2008, 25(11): 141-148.
引用本文: 邓明科, 梁兴文, 辛 力. 剪力墙结构基于性能抗震设计的目标层间位移确定方法[J]. 工程力学, 2008, 25(11): 141-148.
DENG Ming-ke, LIANG Xing-wen, XIN Li. DETERMINATION OF TARGET STORY DRIFT FOR RC SHEAR WALL STRUCTURE IN PERFORMANCE-BASED SEISMIC DESIGN[J]. Engineering Mechanics, 2008, 25(11): 141-148.
Citation: DENG Ming-ke, LIANG Xing-wen, XIN Li. DETERMINATION OF TARGET STORY DRIFT FOR RC SHEAR WALL STRUCTURE IN PERFORMANCE-BASED SEISMIC DESIGN[J]. Engineering Mechanics, 2008, 25(11): 141-148.

剪力墙结构基于性能抗震设计的目标层间位移确定方法

DETERMINATION OF TARGET STORY DRIFT FOR RC SHEAR WALL STRUCTURE IN PERFORMANCE-BASED SEISMIC DESIGN

  • 摘要: 结构层间变形的计算和性能水平的划分,是基于性能的抗震设计中确定目标位移的关键问题之一。该文根据剪力墙结构的受力特点,将楼层位移分为有害位移和刚体位移,将层间位移分为名义层间位移和有害层间位移;分析了剪力墙结构的名义层间位移、有害层间位移及楼层转角之间的关系,给出有害层间位移的近似计算公式并进行误差分析;对结构层间变形的计算方法进行改进,提出采用有害层间位移角作为剪力墙结构的性能指标,进行结构性能水平的划分,并采用有害层间位移角和顶点位移角两个参数来控制剪力墙结构的变形。最后,给出剪力墙结构目标层间位移的确定方法,以此确定其目标侧移曲线,可进行直接基于位移的抗震设计。

     

    Abstract: The calculation of story drift and the specification of structural performance levels are major works to determine the target displacement in performance-based seismic design. Based on the characteristics of shear wall structures, the floor displacement is classified as destructive and nondestructive, and the story drift is classified as nominal and destructive considering the rigid body rotation of floor. The relationships among nominal story drift, destructive story drift and floor rotation are investigated, and the practical formulas to calculate the destructive story drift are derived. Based on the displacement profiles of shear wall structures, an improved method for calculating the story drift is presented. Next, the destructive story drift ratio is taken as the performance index of shear wall structures. Then, the performance levels of shear wall structure are quantified and the lateral deformation is controlled by two parameters: the destructive story drift ratio and the roof drift ratio. Finally, the determination method of target story drift of shear wall structures is presented, which can be used to estimate the target displacement profile in displacement-based seismic design.

     

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