- 摘 要
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(1 中國(guó)建筑標(biāo)準(zhǔn)設(shè)計(jì)研究院,北京 100048;2 中鋼設(shè)備有限公司,北京 100080)
[摘要] 結(jié)合實(shí)際工程,對(duì)地下車庫(kù)頂板無(wú)梁樓蓋體系在垂直荷載作用下三種計(jì)算方法的對(duì)比分析,通過各自方法的優(yōu)缺點(diǎn)的比較,為設(shè)計(jì)人員選擇適合的設(shè)計(jì)方法提供參考。
[關(guān)鍵詞] 無(wú)梁樓蓋;經(jīng)驗(yàn)系數(shù)法;等代平面框架法;有限元法
中圖分類號(hào):TU375.2 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號(hào):14S1217
作者簡(jiǎn)介:范雪蓮,碩士,中級(jí)工程師,一級(jí)注冊(cè)結(jié)構(gòu)工程師,Email:195022707@qq.com。
Comparative analysis on three computational methods of underground garage slab-column system
Fan Xuelian1,Yang Guangyu2
(1 China Institute of Building Standard Design & Research, Beijing 100048,China;
2 Sinosteel Equipment & Engineering Co., Ltd.,Beijing 100080,China)
Abstract: Integrating real engineering projects, a comparative analysis on three computational methods of underground garage slab-column system under vertical loads was conducted. By comparing the advantages and disadvantages of various methods, recommendations on selecting reasonable design methods for engineers were provided.
Keywords: slab-column system;;experience coefficient method;method of equivalent plane framework;;finite element method
參考文獻(xiàn)
[1]朱聘儒.雙向板無(wú)梁樓蓋[M].北京:中國(guó)建筑工業(yè)出版社,1999.
[2] GBJ 130—90 鋼筋混凝土升板結(jié)構(gòu)技術(shù)規(guī)范[S].北京:中國(guó)建筑工業(yè)出版社,1990.
[3]朱炳寅.無(wú)梁樓蓋結(jié)構(gòu)計(jì)算方法的探討[J].建筑結(jié)構(gòu),1999,39(8):26-28.
[4]趙勇,李云貴,黃鼎業(yè).基于有限元分析結(jié)果的混凝土板板帶截面設(shè)計(jì)法[J].建筑結(jié)構(gòu),2004,34(8):3-6.
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