【摘要】：徐州觀音機(jī)場(chǎng)新航站樓總建筑面積約34000m~2,長(zhǎng)374m,寬84m。下部結(jié)構(gòu)采用鋼筋混凝土框架結(jié)構(gòu),屋蓋采用曲面空間網(wǎng)格結(jié)構(gòu)。航站樓結(jié)構(gòu)復(fù)雜,抗震要求高,且結(jié)構(gòu)超長(zhǎng),需進(jìn)行基于性能的抗震設(shè)計(jì)。驗(yàn)算了航站樓在不同水平地震作用下的抗震性能,并針對(duì)航站樓的超限和不規(guī)則采取了相關(guān)概念設(shè)計(jì)及構(gòu)造措施。計(jì)算結(jié)果表明,徐州觀音機(jī)場(chǎng)新航站樓設(shè)計(jì)達(dá)到了預(yù)定的抗震設(shè)防目標(biāo)。
[Abstract]:The total construction area of the new terminal at Xuzhou Guanyin Airport is about 34000mm2, 374m long and 84m wide. The bottom structure is reinforced concrete frame structure and the roof is curved space grid structure. The structure of terminal building is complex, the seismic requirement is high, and the structure is too long, so it is necessary to carry out performance-based seismic design. The seismic behavior of the terminal building under different earthquake levels is checked and calculated, and the relevant conceptual design and construction measures are adopted for the over-limit and irregular of the terminal building. The results show that the design of the new terminal of Xuzhou Guanyin Airport has reached the target of seismic fortification.
【作者單位】： 中國(guó)航空規(guī)劃設(shè)計(jì)研究總院有限公司;
【分類號(hào)】：TU352.11
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本文編號(hào)：2382960