傳統(tǒng)風(fēng)格建筑結(jié)構(gòu)關(guān)鍵節(jié)點設(shè)計和試驗
發(fā)布時間:2018-10-11 14:43
【摘要】:傳統(tǒng)風(fēng)格建筑結(jié)構(gòu)中關(guān)鍵節(jié)點的性能對結(jié)構(gòu)性能的影響至關(guān)重要,分別進(jìn)行了2組節(jié)點試驗,區(qū)分考慮斗拱構(gòu)件對節(jié)點性能的影響,且每組試驗有2個試件,軸壓比分別為0.3和0.6。試驗結(jié)果表明:未考慮斗拱作用節(jié)點(ZL1系列)的破壞主要集中于上下柱交接焊縫區(qū)域,而考慮斗拱作用節(jié)點(YL1系列)的破壞主要集中于上下柱櫨斗處和節(jié)點短柱區(qū)域,且櫨斗部位破壞較早,變形較大;ZL1系列試件相比YL1系列試件節(jié)點承載力低,剛度與強(qiáng)度退化慢;在此基礎(chǔ)上給出工程設(shè)計建議和加強(qiáng)構(gòu)造措施。
[Abstract]:The performance of key joints in traditional architectural structures is very important to the performance of the structure. Two groups of joint tests are carried out to distinguish and consider the effects of the bucket arch members on the performance of the joints, and there are 2 specimens in each group of tests. The axial compression ratio is 0.3 and 0.6 respectively. The test results show that the failure of bucket arch joint (ZL1 series) is mainly concentrated in the weld zone between upper and lower columns, while the damage of bucket arch action joint (YL1 series) is mainly concentrated in the coggygriated coggygrium joint and the short column area of the joint. The joint of ZL1 series is lower than that of YL1 series, and the stiffness and strength degradation is slower. On the basis of this, the engineering design suggestions and strengthening measures are given.
【作者單位】: 中國建筑西北設(shè)計研究院有限公司;西安建筑科技大學(xué)土木工程學(xué)院;
【基金】:中建股份科技研發(fā)課題(CSCEC-2012-Z-16)
【分類號】:TU318
本文編號:2264452
[Abstract]:The performance of key joints in traditional architectural structures is very important to the performance of the structure. Two groups of joint tests are carried out to distinguish and consider the effects of the bucket arch members on the performance of the joints, and there are 2 specimens in each group of tests. The axial compression ratio is 0.3 and 0.6 respectively. The test results show that the failure of bucket arch joint (ZL1 series) is mainly concentrated in the weld zone between upper and lower columns, while the damage of bucket arch action joint (YL1 series) is mainly concentrated in the coggygriated coggygrium joint and the short column area of the joint. The joint of ZL1 series is lower than that of YL1 series, and the stiffness and strength degradation is slower. On the basis of this, the engineering design suggestions and strengthening measures are given.
【作者單位】: 中國建筑西北設(shè)計研究院有限公司;西安建筑科技大學(xué)土木工程學(xué)院;
【基金】:中建股份科技研發(fā)課題(CSCEC-2012-Z-16)
【分類號】:TU318
【相似文獻(xiàn)】
相關(guān)期刊論文 前6條
1 董文英,文正軍;日本傳統(tǒng)室內(nèi)風(fēng)格淺析[J];家具與室內(nèi)裝飾;2004年02期
2 陳健;漫談中國傳統(tǒng)裝飾風(fēng)格[J];廣東建筑裝飾;2003年04期
3 吳滌;;淺談中國傳統(tǒng)風(fēng)格的室內(nèi)設(shè)計[J];山西建筑;2008年07期
4 李曉瑩;;傳統(tǒng)風(fēng)格在現(xiàn)代室內(nèi)設(shè)計中的繼承與創(chuàng)新[J];商業(yè)文化(學(xué)術(shù)版);2008年09期
5 胡青;;《中國建筑的特征》教學(xué)設(shè)計[J];昭通師范高等?茖W(xué)校學(xué)報;2010年S1期
6 張耀丹;;通往空間的向度——淺析北京天壇建筑群的色彩美學(xué)[J];美術(shù)教育研究;2013年11期
相關(guān)會議論文 前1條
1 雷濤;傅毅;高品;;中式傳統(tǒng)風(fēng)格設(shè)計元素在現(xiàn)代室內(nèi)設(shè)計中的借鑒與運用[A];第十一屆沈陽科學(xué)學(xué)術(shù)年會暨中國汽車產(chǎn)業(yè)集聚區(qū)發(fā)展與合作論壇論文集(信息科學(xué)與工程技術(shù)分冊)[C];2014年
,本文編號:2264452
本文鏈接:http://www.wukwdryxk.cn/jianzhugongchenglunwen/2264452.html
最近更新
教材專著