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A METHOD TO EVALUATE THE SEISMIC DAMAGE OF SHORT-LIMB SHEAR WALL STRUCTURE

机译:评估短肢剪力墙结构地震损伤的方法

摘要

#$%^&*AU2020101718A420200917.pdf#####ABSTRACT The invention discloses a method to evaluate the seismic damage of short-limb shear wall structure by employing finite element software to establish a calculation model, wherein wall body and floorslab adopt shell elements while connecting beams and secondary beams adopt beam elements, rebar defined into layers, embedded into component, and calculating natural vibration circular frequency of structure; calculating damage distribution of short-limb shear wall structure under translational resonance excitation by adopting concrete plastic-damage model, obtaining state when damage penetrates through all the wall sections by continuously increasing excitation amplitude to obtain basic failure mode, wherein the corresponding plastic energy consumption is the ultimate plastic energy consumption of structure; decomposing the seismic waves into wavelets with natural vibration frequency of structure as center, calculating plastic energy consumption requirement of each wavelet; judging safety of the structure, judging safe structure, calculating overall damage index of the structure to judge damage degree. 1DRAWINGS DAMAGET SNEG. (fractio r I k) 89,:-C1 1` I7.262 -01 -5,648e-0l +4.842:-0l +40:35 -Cl +2.421.-0l +1,614@-Cl +8 06F:-0l 40 000 40 isEG (facin Ii0 (Avg:75%) +5.648e-0l1: +1.642-Ol +8'Be29.-01 +0),L00,00 to FJG.2 1
机译:#$%^&* AU2020101718A420200917.pdf #####抽象本发明公开了一种评估短肢地震破坏的方法剪力墙结构的有限元软件建立计算模型,其中墙体和楼板在连接梁时采用壳单元次梁采用梁单元,钢筋定义为层,嵌入构件,并计算结构的固有振动循环频率;平移作用下短肢剪力墙结构损伤分布计算采用混凝土塑性损伤模型进行共振激发,得到状态当破坏通过不断增加而渗透到所有壁部分时激发幅度获得基本破坏模式,其中对应的塑性能耗是结构的最终塑料能耗。将地震波分解为自然振动频率为以结构为中心,计算每个的塑料能耗需求小波判断结构安全性,判断安全结构,整体计算结构的破坏指数来判断破坏程度。1个图纸达马吉特SNEG。 (分数)89,:-C1 1` I7.262 -01-5,648e-0l+4.842:-0l+40:35-氯+ 2.421.-0l+ 1,614 @ -Cl+8 06F:-0l40 000 40isEG(facin Ii0(平均:75%)+ 5.648e-0l1:+ 1.642-油+ 8'Be29.-01+0),L00,00至FJG.21个

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