884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

您現(xiàn)在的位置:建筑結構>> 期 刊>> 2018年>> 第05期>>正文內容
某超高層剪力墻高位連體結構抗震性能分析
姜新
摘 要

(華東建筑設計研究院有限公司華東都市建筑設計研究總院, 上海 200070)

[摘要]詳細介紹了某超高層剪力墻高位連體結構的抗震性能分析,根據(jù)工程特點及超限情況,對豎向構件及連接體關鍵節(jié)點提出抗震性能化設計,并考慮豎向地震作用,對整體結構采用中震彈性及中震不屈服設計。在進行多遇地震分析時,采用YJK與SATWE兩種軟件進行計算,結果表明,結構的周期合理,滿足高規(guī)的各項規(guī)定。采用MIDAS/Building進行動力彈塑性分析,研究連接體部位對結構力學性能的影響及剪力墻高位連體結構的破壞機制;并采用ANSYS對連接節(jié)點進行有限元分析,結果表明,該連接節(jié)點能滿足性能化設計目標,最后論證了剛性連接體在超高層剪力墻結構體系中應用的可行性。

[關鍵詞]超高層剪力墻結構; 高位連體; 性能化抗震設計

中圖分類號:TU375文獻標識碼:A文章編號:1002-848X(2018)05-0048-06

 

Seismic performance analysis of a super high-rise shear wall structure with high-position 

connected structure

Jiang Xin

(East China Architectural Design & Research Institute Co.,  Ltd., East China Urban Architectural Design & Research Institute, Shanghai 200070, China)

Abstract:The seismic performance analysis of a super high-rise shear wall structure with high-position connected structure was introduced in detail. Based on the engineering characteristics and out-of-code conditions, the performance-based seismic design was proposed for the vertical members and key connectors of members. For the whole structure,  considering vertical seismic action, elastic and non-yielding designs under fortification earthquake were conducted. In the case of frequent earthquake analysis, YJK and SATWE were used to calculate the results. The results show that the vibration cycle of the structure is reasonable and meets the regulations of the code. The dynamic elastic-plastic analysis was carried out with MIDAS/Building to study the influence of the connector body on the mechanical properties of the structure and the failure mechanism of the shear wall structure with high-position connected structure. The ANSYS was used to conduct finite element analysis of the connection node. The results show that the connection node could satisfy performance design goals, and  finally  the structural feasibility of rigid connectors in the super high-rise shear wall structural system is demonstrated.

Keywords:super high-rise shear wall structure; high-position connected structure; performance-based seismic design

 

作者簡介:姜新,碩士,工程師,Email:xin_jiang@arcplus.com.cn。

下載地址

    你還沒注冊?或者沒有登錄?這篇論文要求至少是本站的注冊會員才能閱讀!

    如果你還沒注冊,請趕緊點此注冊吧!

    如果你已經(jīng)注冊但還沒登錄,請趕緊點此登錄吧!