高層建筑鋼結(jié)構(gòu)中帶豎縫混凝土剪力墻板工作性能和設(shè)計(jì)方法建議
廉曉飛 鄒超英 蔡益燕
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廉曉飛 鄒超英 (哈爾濱建筑大學(xué) 150008)蔡益燕 (中國(guó)建筑技術(shù)研究院 北京 100044)
[提要] 在試驗(yàn)研究的基礎(chǔ)上探討了帶豎縫混凝土剪力墻板在低周反復(fù)荷載作用下的工作性能和破壞特點(diǎn),并提出實(shí)用設(shè)計(jì)方法,可作為國(guó)家行業(yè)標(biāo)準(zhǔn)《高層民用建筑鋼結(jié)構(gòu)技術(shù)規(guī)程》附錄六的背景和說(shuō)明材料。
[關(guān)鍵詞] 高層建筑 鋼結(jié)構(gòu) 帶豎縫混凝土剪力墻板The performance and features in failure of the RC shear wall panel with vertical slits under Iow-cycle
loading were dicussed and a practical design method was proposed. This paper may be served as a commentary for regulations expressed in Techriical Speci fication for steel structure of tall buiLdings.
Keywords: tall building; steel structure; shear wall panel; vertical slits
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