本文選題：性能化 + 樁基試驗(yàn)　； 參考：《建筑結(jié)構(gòu)》2016年S1期

【摘要】：甘肅慶陽(yáng)萬(wàn)隆宏業(yè)大廈高度約164m,采用型鋼混凝土框架-鋼筋混凝土核心筒結(jié)構(gòu)體系,本工程對(duì)結(jié)構(gòu)關(guān)鍵構(gòu)件進(jìn)行了抗震性能化設(shè)計(jì)。并根據(jù)現(xiàn)場(chǎng)試樁結(jié)果對(duì)樁基數(shù)量進(jìn)行了調(diào)整,減少了樁基數(shù)量,節(jié)約了建筑成本。
[Abstract]:The height of Qingyang Wanlong Hongye Building in Gansu Province is about 164m , and the structural system of SRC frame - reinforced concrete core barrel is adopted . The design of seismic performance is carried out for the key components of the structure . According to the results of the field test pile , the pile foundation quantity is adjusted , the number of pile groups is reduced , and the construction cost is saved .

【作者單位】： 中國(guó)建筑設(shè)計(jì)院有限公司;
【分類號(hào)】：TU973.17
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本文編號(hào)：1822263