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(同濟(jì)大學(xué)建筑設(shè)計(jì)研究院，上海 200092)

［摘要］采用SAP2000對(duì)一四面開(kāi)敞網(wǎng)球場(chǎng)進(jìn)行了設(shè)計(jì)分析。系統(tǒng)地介紹了其結(jié)構(gòu)設(shè)計(jì)，包括結(jié)構(gòu)體系、荷載取值、整體結(jié)構(gòu)設(shè)計(jì)及柱腳節(jié)點(diǎn)設(shè)計(jì)。采用ANSYS分析了結(jié)構(gòu)的屈曲及彈塑性極限承載力。

［關(guān)鍵詞］四面開(kāi)敞網(wǎng)球場(chǎng)；屈曲分析；彈塑性；極限承載力

Structural Design of a Four-side Open-style Tennis Stadium

Mao Hua,Jin Wei(Architectural Design & Research Institute of Tongji University,Shanghai 200092,China)

Abstract:Structural design of a four-side open-style tennis stadium is completed by using SAP2000 program. The whole structural design is developed,including the structural system,loads calculation,design on the whole structure,design on the toe joint. The buckling analysis and the elasto-plastic ultimate bearing capacity analysis are completed by using ANSYS program.

Keywords:four-side open-style tennis stadium; buckling analysis; elasto-plastic; ultimate bearing capacity

作者簡(jiǎn)介：毛華(1981-)，男，碩士，E-mail:72mh@tjadri.com。

參考文獻(xiàn)

［1］建筑結(jié)構(gòu)荷載規(guī)范(2006版)(GB50009—2001)［S］.北京：中國(guó)建筑工業(yè)出版社，2002.

［2］建筑抗震設(shè)計(jì)規(guī)范(GB50011—2001)［S］.北京：中國(guó)建筑工業(yè)出版社，2001.

［3］鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50017—2003)［S］.北京：中國(guó)計(jì)劃出版社，2003.

［4］李星榮，等.鋼結(jié)構(gòu)連接節(jié)點(diǎn)設(shè)計(jì)手冊(cè)［M］.北京：中國(guó)建筑工業(yè)出版社，2005.

［5］SAP2000  Analysis Reference［R］.Computers and Structures Inc,2005.