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

（中國電子工程設(shè)計(jì)院北京時(shí)空筑誠建筑設(shè)計(jì)有限公司 北京 100840）
［摘要］昆山浦東軟件園總部大樓位于陽澄湖畔，工程為雙塔高位連體結(jié)構(gòu)。單塔主軸方向與連橋布置方向呈45°夾角布置。由于連橋抗彎剛

度不足以協(xié)同兩塔位移，采用鉛芯橡膠支座加阻尼器的弱連接連體結(jié)構(gòu)形式。給出了工程的結(jié)構(gòu)計(jì)算分析過程，通過對比多種計(jì)算模型下的計(jì)

算結(jié)果，分析了連體部分對主體結(jié)構(gòu)的影響。對主體結(jié)構(gòu)和連體部分分別進(jìn)行設(shè)計(jì)，并對與主體連接部位的構(gòu)件采取了加強(qiáng)措施。
［關(guān)鍵詞］雙塔；弱連體結(jié)構(gòu)；靜力彈塑性分析；減震支座；阻尼器
Structural Design of High\|rise Building of Kunshan Pudong Software Park Headquarters
Deng Tao, Li Na(China Electronics Engineering Design Institute，Beijing Space-time Creator Archi.Design Co.,Ltd.,Beijing

100840，China)
Abstract:Kunshan Pudong Software Park headquarters building is located in the banks of Yangcheng Lake. The building structure

is twin towers with high-connection. There is a 45degree angle between main-spindle direction of respective single tower

and layout direction of tower connection bridge.The bending rigidity of connection bridge is insufficient with coordination

of the two towers, so the weak connection structure with LRB and damper is used in the building.The  structure analysis train

of thought is introduced, researched into the impaction for the principal part structure from the connection structure, by

comparing calculation results in many different calculation models. The principal structure and connection structure of the

building were designed respectively, and corresponding  strengthening measures were used in key parts.
Keywords:twin towers; weak connection structure; static elastic-plasticity analysis; damping bearing; damper
作者簡介：鄧濤，男，高級工程師。Email:dengtao@ceedi.com.cn。
參考文獻(xiàn)
［1］高層建筑結(jié)構(gòu)技術(shù)規(guī)程（JGJ2—2002）［S］.
［2］建筑抗震設(shè)計(jì)規(guī)范(GB50011—2001)［S］.
［3］建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范(GB50007—2002)［S］.
［4］徐自國，肖從真等.北京當(dāng)代MOMA隔震連體結(jié)構(gòu)的整體分析［C］∥第十九屆全國高層建筑結(jié)構(gòu)學(xué)術(shù)會(huì)議論文，長春，2006.