- 摘 要
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(華森建筑與工程設(shè)計(jì)顧問有限公司,深圳 518054)
[摘要] 分析深圳市某高層框支剪力墻結(jié)構(gòu)墻體斜向轉(zhuǎn)換的特殊性,進(jìn)行可行的方案論證,對可行方案進(jìn)行力學(xué)分析,并進(jìn)行合理性驗(yàn)算。選用有限元設(shè)計(jì)軟件ETABS,對轉(zhuǎn)換梁上下部墻體進(jìn)行拉壓分析,同時(shí)對轉(zhuǎn)換梁進(jìn)行抗剪截面驗(yàn)算、軸向受拉驗(yàn)算。
[關(guān)鍵詞] 框支剪力墻結(jié)構(gòu);斜向轉(zhuǎn)換。
中圖分類號:TU318 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號:1002-848X(2013)S1-1298-04
作者簡介:龐濤,碩士,工程師,Email:pangtao@huasen.com.cn。
Research on the scheme of a high-rise building with oblique transfer
Pang Tao, Cao Weiliang, Zhang Liangping, Chen Jianning, Peng Liangming uasen Architecture & Engineering Design Consultants Ltd., Shenzhen 518054, China;)
Abstract: Do some research on the Scheme of a High-rise building with oblique transfer. Put forward feasible proposals and reasonable verification by mechanical analysis. Using Finite element design software ETABS, do tension and compression Analysis of the wall above and below the transfer beam. Do shear checking and axial tension checking of transfer beam.
Keywords: frame-supported shear wall structure,oblique transfer
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