- 摘 要
-
陳方明, 盧 葭, 李龍春
(總裝備部工程設(shè)計(jì)研究總院,北京100028)[摘要] 為了研究某鋼-混凝土組合結(jié)構(gòu)構(gòu)筑物關(guān)鍵節(jié)點(diǎn)的受力性能和破環(huán)機(jī)理,按照1:2.5的縮尺比模擬實(shí)際工程節(jié)點(diǎn)進(jìn)行了節(jié)點(diǎn)的低周反復(fù)加載試驗(yàn)。本文介紹了關(guān)鍵節(jié)點(diǎn)試驗(yàn)過(guò)程,分析了組合節(jié)點(diǎn)的強(qiáng)度、延性、骨架曲線和滯回性能,根據(jù)試驗(yàn)分析結(jié)果提出了組合結(jié)構(gòu)節(jié)點(diǎn)設(shè)計(jì)建議。
[關(guān)鍵詞] 鋼-混凝土組合結(jié)構(gòu);擬靜力試驗(yàn);延性;滯回性能;骨架曲線Experimental Study on the Key Joint of Steel-concrete Composite Structure
Chen Fangming, Lu Jia, Li Longchun
( Center for Engineering Design and Research under the General Equipment Department, Beijing 100028, China)Abstract: In order to verify the mechanical properties of the key joints of a certain special engineering of steel-concrete composite structure system, specimens with 1:2.5 scale are designed based on the actual engineering and tested under cyclic loading. The results of experimental study and theory analysis indicate that the composite joints have enough bearing capacity and good ductility property. Some reasonable suggestions are presented for design of steel-concrete composite structure system and joints based on experimental study.
Keywords: steel-concrete composite structure; experimental study; stagnant; performance; framework curve
- 下載地址
-
你還沒(méi)注冊(cè)?或者沒(méi)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(méi)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(méi)登錄,請(qǐng)趕緊點(diǎn)此登錄吧!