昆山金鷹超高層酒店結(jié)構(gòu)設(shè)計
孫隱喻，張偉玉，劉璇
- 摘 要
-
（南京金宸建筑設(shè)計有限公司，南京210019）[摘要] 昆山金鷹高層酒店結(jié)構(gòu)總高度為220.8m，建筑地面以上49層，地面以下2層，結(jié)構(gòu)采用框架-核心筒混合結(jié)構(gòu)體系。在標高129.1m避難層處設(shè)置三道伸臂桁架及環(huán)帶桁架，在標高192.1m避難層處設(shè)置二道伸臂桁架。結(jié)構(gòu)存在部分薄弱層，在強烈地震作用下，結(jié)構(gòu)薄弱部位會產(chǎn)生較大的塑性變形，采用動力彈塑性分析手段找出結(jié)構(gòu)薄弱部位，對此部位采取加強或性能設(shè)計措施，確保關(guān)鍵構(gòu)件不破壞，層間彈塑性位移角能滿足規(guī)范要求。針對超限情況和結(jié)構(gòu)特點，對不同的抗側(cè)力構(gòu)件提出合理的抗震性能設(shè)計目標，滿足結(jié)構(gòu)體系安全可行。[關(guān)鍵詞] 超限高層建筑; 伸臂桁架; 動力彈塑性; 抗震性能設(shè)計中圖分類號：TU318 文獻標識碼：A 文章編號：1002-848X(2013)S1-0044-04Kunshan jinying high-rise hotel designSun Yinyu1, Zhang Weiyu1, Liu Xuan1（Nanjing Kingdom Architecture Design Co., Ltd., Nanjing 210019, China）Abstract: Kunshan Golden Eagle Upper Room Hotel structure with a total height of 220.8 meters, building 49 floors above ground, 2 layer below the surface, structure of the frame core-tube hybrid structure. Set three outriggers and belt trusses at the elevation of 129.1 asylum layer, set two outrigger trusses at the elevation of 192.1 asylum layer. There is some weak layer structure, in the strong earthquake, the weak parts of structure will produce larger plastic deformation, the elastic-plastic dynamic analysis method to find out the weak parts of structure, which take the place of strengthening or performance design measures, ensure the key component does not destroy, elastic-plastic story drift angle can meet the requirements of the code. To overrun and structural characteristics, the seismic performance design objectives reasonable on lateral resistant member different, meet the structural system is safe and feasible.Keywords: super-high rise building; seismic analysis; outrigger truss; dynamic elastic-plastic;seismic performance作者簡介：孫隱喻，學士，主任工程師，一級注冊結(jié)構(gòu)工程師，Email：444048397@qq.com。
