瑞通廣場(chǎng)逆向轉(zhuǎn)換層的設(shè)計(jì)
邱 劍 肖 蓓 金志宏 趙金強(qiáng)
- 摘 要
-
邱 劍 肖 蓓 金志宏 (武漢市建筑設(shè)計(jì)院 430014)趙金強(qiáng) (武漢瑞通房地產(chǎn)公司 430022)
[提要] 結(jié)合瑞通廣場(chǎng)的結(jié)構(gòu)設(shè)計(jì),闡述了逆向結(jié)構(gòu)轉(zhuǎn)換層區(qū)別于一般轉(zhuǎn)換層的受力特點(diǎn)。通過(guò)電算分析對(duì)比,證明利用混凝土斜柱作壓桿的轉(zhuǎn)換桁架,傳力直接,能夠充分地利用混凝土結(jié)構(gòu)承壓性能好的優(yōu)點(diǎn)。
[關(guān)鍵詞] 逆向轉(zhuǎn)換 桁架 偏心受壓 承載力According to the example of Ruitong Plaza structure design, t}us paper focus on the difference of load transfer mechanism between reverse transfer story and common transfer story. The results of computer analysis prove that transfer truss using concrete slanted column as compress element can take fuli advantage of the high compression bearing capacity of concrete.
Keywords: reverse transfer; truss; eccentric compression; bearing capacity
- 下載地址
-
你還沒注冊(cè)?或者沒有登錄?這篇論文要求至少是本站的注冊(cè)會(huì)員才能閱讀!
如果你還沒注冊(cè),請(qǐng)趕緊點(diǎn)此注冊(cè)吧!
如果你已經(jīng)注冊(cè)但還沒登錄,請(qǐng)趕緊點(diǎn)此登錄吧!