重慶西永綜保區(qū)監(jiān)管大樓辦公主樓結(jié)構(gòu)設(shè)計
蘇衛(wèi)東，舒云峰，林鋒，饒力，李云珠
- 摘 要
-
（重慶市設(shè)計院，重慶 400015）［摘要］重慶西永綜保區(qū)監(jiān)管大樓辦公主樓為大跨度連體結(jié)構(gòu)，連接體跨度為58.6m，連接體底部與頂部均采用鋼結(jié)構(gòu)桁架與兩側(cè)的筒體相連形成巨型框架。通過對比分析確定了鋼桁架的結(jié)構(gòu)方案，按抗震性能化設(shè)計的概念進行結(jié)構(gòu)設(shè)計；采用SAP2000軟件進行了彈塑性時程分析，分析了連接體桁架及筒體的受力性能；并通過振動臺試驗和節(jié)點試驗驗證了結(jié)構(gòu)及節(jié)點連接的可靠性，并在計算分析及試驗結(jié)果的基礎(chǔ)上采取了相應的抗震加強措施。［關(guān)鍵詞］連體結(jié)構(gòu); 鋼桁架; 振動臺試驗中圖分類號：TU318 文獻標識碼：A 文章編號：1002-848X(2015)01-0021-05Structural design of Regulatory Building in Chongqing Xiyong Integrated Free Trade ZoneSu Weidong, Shu Yunfeng, Lin Feng, Rao Li, Li Yunzhu(Chongqing Architectural Design Institute, Chongqing 400015, China)Abstract: The Regulatory Building in Chongqing Xiyong Integrated Free Trade Zone is a largespan connected structure with the connected body of 58.6m. Steel trusses set in bottom and top of the connected body connect with the tubes at two sides to form a mega frame. The structure scheme of steel trusses was determined through comparative analyses, and the structure was designed according to the concept of performance-based seismic design. The software SAP2000 was used to carry out the elasto-plastic time-history analysis and analysis on the mechanical properties of the steel trusses and tube structure. By shaking table tests and joint tests, the reliability of the structure and joint connections were verified. Relevant seismic strengthening measures were taken based on the calculation analyses and experimental results.Keywords: connected structure; steel truss; shaking table test作者簡介：蘇衛(wèi)東，學士，院副總工程師，教授級高級工程師，一級注冊結(jié)構(gòu)工程師，Email：812282209@qq.com。參考文獻［1］JGJ 3—2002 高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］.北京:中國建筑工業(yè)出版社, 2002.［2］GB 50011—2010 建筑抗震設(shè)計規(guī)范［S］.北京:中國建筑工業(yè)出版社, 2010.［3］舒云峰,蘇衛(wèi)東,林鋒，等. 重慶西永綜保區(qū)監(jiān)管大樓彈塑性時程分析［J］.建筑結(jié)構(gòu),2012,42(S2):107-111.［4］李英民,韓軍,鄭妮娜,等.重慶市西永綜保區(qū)監(jiān)管大樓振動臺試驗報告［R］.重慶：重慶大學,2010.［5］李英民,韓軍,齊太陽,等.重慶西永綜保區(qū)監(jiān)管大樓鋼桁架節(jié)點受力性能試驗研究［R］.重慶：重慶大學,2012.
