- 摘 要
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(中國(guó)航空規(guī)劃建設(shè)發(fā)展有限公司,北京 100120)
[摘要]西雙版納機(jī)場(chǎng)新航站樓主體造型形似一只輕盈靈動(dòng)、翩翩起舞的孔雀,建筑平面呈“T”型,上部屋蓋采用兩向正交正放鋼網(wǎng)架,屋蓋網(wǎng)架支承柱采用鋼管柱,在7.8m以下為鋼管混凝土柱,下部主體結(jié)構(gòu)為局部三層的鋼筋混凝土框架,結(jié)構(gòu)造型復(fù)雜。對(duì)新航站樓結(jié)構(gòu)方案進(jìn)行比較分析,得出經(jīng)濟(jì)合理的結(jié)構(gòu)方案。在滿足合理、安全、經(jīng)濟(jì)的條件下對(duì)不同類型的構(gòu)件確定不同的性能化設(shè)計(jì)目標(biāo)。建立整體模型進(jìn)行性能化設(shè)計(jì),對(duì)結(jié)構(gòu)進(jìn)行小震、中震反應(yīng)譜分析、小震彈性時(shí)程分析及罕遇地震彈塑性時(shí)程分析,研究結(jié)構(gòu)的彈性及彈塑性性能,為設(shè)計(jì)提供依據(jù)。分析結(jié)果表明針對(duì)工程提出的性能化設(shè)計(jì)目標(biāo)是合理的,結(jié)構(gòu)安全性能夠得到保證。
[關(guān)鍵詞]性能化設(shè)計(jì);塑性鉸;彈塑性時(shí)程分析;抗震性能
Performance based seismic design and research of Xishuangbanna New Airport Terminal
Wang Mingzhu, Zhang Ling, Ge Jiaqi(China Aviation Planning and Construction Development Co., Ltd., Beijing 100120, China)
Abstract:The new terminal architectural profile at Xishuangbanna airport looks like a dancing peafowl and ichnographic figure resembling the letter “T”. The roof of the terminal is an orthogonal grid structure supported by the column, made of the reinforced concrete filled steel tube member under the level of 7.8m and the steel tube on the other levels- The main structure underneath employs a reinforced concrete frame for the part of three floors. The different structural schemes for the new terminal are compared to obtain the economical and reasonable structural scheme. The different kinds of members are given different performance design objective, meeting the condition of economy, reasonability and security. The whole model is built to conduct the structural performance design and study the structural elastic and elastic-plastic performance, via the normal and fortification intensity seismic spectral analysis and the elasticplastic time-history ultimate seismic analysis, to provide the design support. As shown in the results, the objective of performance design is reasonable for this project, and the structure is ensured safely.
Keywords:performance design; elastic-plastic time history analysis; plastic hinge; seismic capability
作者簡(jiǎn)介:王明珠(1980-),男,工程師,Email:capdi.gssd@vip.163.com。
參考文獻(xiàn)
[1]葛家琪,王樹,等.河南藝術(shù)中心大劇院鋼屋蓋基于延性的性能化設(shè)計(jì)研究[J].建筑結(jié)構(gòu),2008,38(12):1-6.
[2]王樹,葛家琪,等.大劇院上下結(jié)構(gòu)共同工作對(duì)鋼屋蓋抗震性能影響分析[J].建筑結(jié)構(gòu),2008,38(12):6-10.
[3]錢稼茹,羅文斌.建筑結(jié)構(gòu)基于位移的延性設(shè)計(jì)[J].建筑結(jié)構(gòu),2001,31(4):3-6.
[4]徐培福,戴國(guó)瑩.超限高層建筑結(jié)構(gòu)基于性能抗震設(shè)計(jì)的研究[C]//第五屆建筑結(jié)構(gòu)分會(huì)年會(huì)學(xué)術(shù)交流會(huì)論文集,2006.
[5]王明珠,管志忠,王樹,等. 云頂花園綜合樓非線性地震響應(yīng)分析[C]//第七屆全國(guó)現(xiàn)代結(jié)構(gòu)工程學(xué)術(shù)研討會(huì)論文集,2007.
[6]鄒鈞,呂西林.基于結(jié)構(gòu)性能的抗震設(shè)計(jì)理論與方法[J].工業(yè)建筑,2006,36(9):1-5.
[7]謝禮立,翟長(zhǎng)海.最不利設(shè)計(jì)地震動(dòng)研究[J].地震學(xué)報(bào),2003,25(3):250261.
[8]沈聚敏,周錫元,高小旺,等. 抗震工程學(xué)[M]. 北京:中國(guó)建筑工業(yè)出版社,2002.
[9]MIDAS/Gen用戶手冊(cè)[M]. 北京:北京邁達(dá)斯科技有限公司,2008.
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