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>> 2014年>> 第17期>>正文內容
大型顯示屏支撐結構抗震分析與節(jié)點性能研究
姚云龍,章躍軍
摘 要

(華信咨詢設計研究院有限公司, 杭州 310014)

[摘要]根據(jù)三個水準抗震設防目標研究大型顯示屏支撐結構的抗震特性,提出相應水準目標下的設計原則。采用SAP2000軟件分析三個水準目標下支撐結構的變形及應力特性,研究支撐結構單體計算時與考慮主體結構影響進行整體計算時的差別。結合“強節(jié)點弱構件”的失效機制采用ANSYS軟件進行節(jié)點深化分析。結果表明,支撐結構平面變形受主體結構的影響較大,計算時應考慮主體結構的影響,支撐結構的豎向變形采用底層支撐節(jié)點變形控制,其豎向布置應避開主體結構薄弱層,支撐節(jié)點構件可通過在內部設置十字形加勁肋提高承載力。

[關鍵詞]電子顯示屏; 支撐結構; 有限元分析; 節(jié)點; 十字加勁肋

中圖分類號:TU391      文獻標識碼:A      文章編號:1002-848X(2014)17-0024-06

Seismic performance analysis and joint behaviour research of the supporting structure of large screen

Yao Yunlong, Zhang Yuejun

 (Huaxin Consulting and Designing Institute Co., Ltd., Hangzhou 310014, China)

Abstract:According to the three earthquake performance objectives, the seismic performance of the supporting structure of large screen was analyzed, and the seismic design principles for corresponding objectives were proposed. Using the finite element analysis program SAP2000, the deformation and stress characteristics of the supporting structure were analyzed, and the differences between separate calculation model and global calculation model taking into account the main structure influence were studied. The joint failure mechanism based on the general design rule of “strong joint, weak member” was investigated deeply by ANSYS. The simulation results show that the main structure has great influence on the plane deformation of the supporting structure and the influence of the main structure on the calculation of the supporting structure should be considered. The vertical deformation of the supporting structure was controlled by the deformation of the underlying supporting joint, and the vertical layout of the supporting structure should avoid weak position of the main structure. The bearing capacity of the supporting joint could be improved by the internal cross stiffener.

Keywords: electronic screen; supporting structure; finite element analysis; joint; cross stiffener

作者簡介:姚云龍,碩士,工程師,一級注冊結構工程師,注冊土木工程師(巖土),一級注冊建造師,注冊咨詢工程師,Emailyaoyl@hxdi.com。

參考文獻

1]王元清,李勇,石永久.強震作用下玻璃建筑的震害分析[C//汶川地震建筑震害調查與災后重建分析報告.北京:中國建筑工業(yè)出版社,2008.

2GB 500112010 建筑抗震設計規(guī)范[S.北京:中國建筑工業(yè)出版社,2010.

3]張其林.玻璃幕墻結構設計[M.上海:同濟大學出版社,2007.

4]沈之容,李冰心.樓頂廣告牌結構基本自振周期計算方法研究[J.建筑結構,2012423):75-77.

5]黃小坤,林祥,黃擁軍. 陶板幕墻模擬地震振動臺試驗研究[J.建筑結構,200636(10)95-97.

6GB 500172003 鋼結構設計規(guī)范[S.北京:中國計劃出版社,2003.

7]郭峰,黃用軍,傅學怡.平安金融中心第11層帶狀桁架節(jié)點性能分析[J.建筑結構,2013434):78-82.

8]高振世.建筑結構抗震設計[M.北京:中國建筑工業(yè)出版社,1995.

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!

    如果你已經注冊但還沒登錄,請趕緊點此登錄吧!