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傅學(xué)怡1 雷康兒2 楊想兵1 陳朝暉1 顧 磊1 賈建英1
（1 深圳大學(xué)建筑設(shè)計研究院 518060； 2 深圳市正先投資有限公司 518026）[提要] 全面介紹了深圳福建興業(yè)銀行大廈工程中采用的搭接柱轉(zhuǎn)換結(jié)構(gòu)。通過該工程整體結(jié)構(gòu)模型振動臺試驗研究、轉(zhuǎn)換層結(jié)構(gòu)模型試驗、整體結(jié)構(gòu)兩種樓蓋假定計算分析、局部有限元分析和實際工程應(yīng)用，揭示了搭接柱轉(zhuǎn)換結(jié)構(gòu)的優(yōu)越抗震性能，總結(jié)了搭接柱轉(zhuǎn)換結(jié)構(gòu)的工作機(jī)理和設(shè)計要點(diǎn)。
[關(guān)鍵詞] 搭接柱轉(zhuǎn)換結(jié)構(gòu) 抗震設(shè)計理念 主動預(yù)應(yīng)力 模型試驗 振動臺試驗This paper introduces one new kind of reasonable lapping column transfer structure adopted in Fujian Industrial Bank (Shenzhen) Building. By the whole structure analysis and model vibration table test, by the transfer structure FEM analysis and model test, through the project practice, the outstanding aseismatic performance and working behavior of this kind of structure are found out and the related special design criterion are put forward finally.
Keywords: lapping column transfer structure; aseismatic design concept; active prestress; model; vibration table test
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