本文選題：超限建筑 + 混合結(jié)構(gòu)�。� 參考：《大連理工大學》2016年碩士論文

【摘要】：當今時代,世界經(jīng)濟加快發(fā)展,科技水平飛速提高,超高層建筑作為城市地標,正以前所未有的速度不斷崛起。據(jù)統(tǒng)計,世界上已建成的超高層建筑中,高度前10名中,有7幢位于亞洲地區(qū),5幢位于中國�？梢钥闯�,中國的超高層建筑在未來將會加速發(fā)展,并將躋身于世界前列甚至成為核心發(fā)展力量。目前,依據(jù)既有理論和經(jīng)驗,超高層建筑較多采用鋼-混凝土混合結(jié)構(gòu)的結(jié)構(gòu)形式。這種結(jié)構(gòu)形式在結(jié)構(gòu)受力方面比較合理,同時在建筑使用功能上也能實現(xiàn)合理布置。不僅比普通混凝土結(jié)構(gòu)提高了延性,同時也改善了鋼結(jié)構(gòu)在穩(wěn)定性和耐火性方面的弱勢。因此,混合結(jié)構(gòu)的超高層建筑既提高了結(jié)構(gòu)安全性,也合理降低了結(jié)構(gòu)造價,達到安全與經(jīng)濟的統(tǒng)一。本文對大連富麗華國際公寓進行了超限設計與分析。結(jié)構(gòu)高度210.90米,地上55層,樓頂設停機坪。結(jié)構(gòu)塔樓采用框架-剪力墻結(jié)構(gòu),底部加強區(qū)采用型鋼混凝土剪力墻,其他樓層采用普通鋼筋混凝土剪力墻。本文利用中國建筑科學研究院研發(fā)的PKPM和北京盈建科軟件股份有限公司研發(fā)的YJK結(jié)構(gòu)設計軟件,按照中國最新的《建筑抗震設計規(guī)范》GB50011-2010中的“三水準、兩階段”的性能設計方法,對本工程進行多遇地震作用下的彈性性能分析和罕遇地震作用下的彈塑性性能分析,考察結(jié)構(gòu)的抗震性能設計目標。
[Abstract]:Nowadays, with the rapid development of the world economy and the rapid improvement of science and technology, super high-rise buildings, as city landmarks, are rising at an unprecedented speed. According to statistics, 7 of the top 10 supertall buildings in the world are located in Asia and 5 in China. It can be seen that China's super-tall buildings will accelerate development in the future, and will be among the world's leading and even become the core development force. At present, according to the existing theory and experience, steel-concrete hybrid structure is used in super-tall buildings. This kind of structure form is reasonable in the aspect of structure force, and can also realize reasonable arrangement in the function of building use. It not only improves ductility compared with ordinary concrete structure, but also improves the weakness of steel structure in stability and fire resistance. Therefore, the super-tall building with mixed structure not only improves the safety of the structure, but also reasonably reduces the cost of the structure, and achieves the unity of safety and economy. This article carries on the over-limit design and the analysis to Dalian Fulihua international apartment. The structure is 210.90 meters high, 55 floors above the ground, apron is set on the roof of the building. The frame shear wall structure is used for the tower, the steel reinforced concrete shear wall is used for the bottom strengthening area, and the common reinforced concrete shear wall is used for the other floors. In this paper, we use the YJK structural design software developed by PKPM developed by China Institute of Architectural Sciences and Beijing Ying Jianke Software Co., Ltd., according to the "three levels" in China's latest Code for aseismic Design of buildings (GB50011-2010). The two-stage "performance design method is used to analyze the elastic performance of the project under the frequent earthquake and the elastic-plastic property under the rare earthquake, and to investigate the design objective of the seismic performance of the structure."
【學位授予單位】：大連理工大學
【學位級別】：碩士
【學位授予年份】：2016
【分類號】：TU973.31

【參考文獻】

相關期刊論文 前8條

1 周堅榮;;基于Perform-3D的剪力墻結(jié)構(gòu)動力彈塑性分析[J];山西建筑;2014年10期

2 云牧星;鐘曉明;;高層建筑需要控制的參數(shù)及調(diào)整方法[J];中國建材科技;2013年02期

3 侯書利;楊曉東;蔣世林;訾曉忠;黃嘉權;陳世昌;梁永樂;李俊峰;;超限復雜鋼-混凝土混合結(jié)構(gòu)抗震設計[J];建筑結(jié)構(gòu);2011年08期

4 楊先橋;傅學怡;黃用軍;;深圳平安金融中心塔樓動力彈塑性分析[J];建筑結(jié)構(gòu)學報;2011年07期

5 徐琳;尤天直;朱炳寅;;混凝土結(jié)構(gòu)設計常見問題分析[J];建筑結(jié)構(gòu);2010年S1期

6 徐培福,戴國瑩;超限高層建筑結(jié)構(gòu)基于性能抗震設計的研究[J];土木工程學報;2005年01期

7 馬宏旺,呂西林;建筑結(jié)構(gòu)基于性能抗震設計的幾個問題[J];同濟大學學報(自然科學版);2002年12期

8 錢稼茹,羅文斌;靜力彈塑性分析——基于性能/位移抗震設計的分析工具[J];建筑結(jié)構(gòu);2000年06期

，

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