- 摘 要
-
(浙江省建筑設(shè)計研究院, 杭州 310006)
摘要: OPPO 全球移動終端研發(fā)總部建筑造型為 O 型環(huán)向曲面,塔樓南北高差較大,建筑高度相差近 149m。 結(jié)構(gòu)設(shè)計難點在于核心筒剪力墻的設(shè)置、豎向構(gòu)件不連續(xù)的處理、風(fēng)荷載的確定等。 結(jié)構(gòu)設(shè)計時,采用 YJK 和 ETABS兩種軟件對整體結(jié)構(gòu)在多遇地震作用下進行彈性計算分析;采用 Paco-Sap 軟件進行大震彈塑性計算分析,模擬極端災(zāi)害下的構(gòu)件損傷,針對性地對目標(biāo)構(gòu)件采取相應(yīng)的抗震加強措施。 結(jié)果表明,結(jié)構(gòu)滿足規(guī)范及超限審查要求,并滿足預(yù)設(shè)的抗震性能目標(biāo)要求,整體結(jié)構(gòu)安全可靠。
關(guān)鍵詞: OPPO 全球移動終端研發(fā)總部; 復(fù)雜體型建筑; 彈塑性時程分析; 轉(zhuǎn)換桁架; 抗震性能化設(shè)計
中圖分類號:TU398. 7 文獻標(biāo)志碼:A 文章編號:1002-848X(2022)15-0028-06
DOI:10. 19701 / j. jzjg. ZIAD2224
Structural design of OPPO Global Mobile Terminal Research and Development Headquarters
CHEN Haixiao, YANG Xuelin, FENG Yongwei, SU Xiangting, QU Haochuan,CHEN Wei, ZHANG Chensheng
( Zhejiang Province Institute of Architectural Design and Research, Hangzhou 310006, China)
Abstract: The architectural shape of OPPO Global Mobile Terminal Research and Development Headquarters is anO-shaped annular surface. The height difference between the north and south of the tower is large, and the difference inbuilding height is nearly 149m. The difficulties in structural design lie in the setting of the core tube shear wall, thetreatment of discontinuous vertical members, and the determination of wind loads. When designing the structure, twosoftwares, YJK and ETABS, were used to calculate and analyze the elasticity of the whole structure under the action offrequent earthquakes. Paco-Sap software was applied to conduct elastoplastic analyzing under rare earthquake, to mimicmember damage in extreme disaster, and take corresponding seismic strengthening measures for target components. Theresults show that the structure meets the requirements of the code and the over-limit review, and meets the preset seismicperformance target requirements, and the overall structure is safe and reliable.
Keywords:OPPO Global Mobile Terminal Research and Development Headquarters; complex shape building; elastoplastictime history analysis; transfer truss; seismic performance design
∗浙江省重點研發(fā)資助項目(2018C03033-1) ,浙江省建筑設(shè)計研究院科研項目(院(科)立字[2021]17 號) 。
第一作者:陳海嘯,碩士,高級工程師,一級注冊結(jié)構(gòu)工程師,主要從事復(fù)雜結(jié)構(gòu)設(shè)計研究,Email:chenhaixiao@ ziad. cn。
[引用本文] 陳海嘯,楊學(xué)林,馮永偉,等. OPPO 全球移動終端研發(fā)總部結(jié)構(gòu)設(shè)計[ J] . 建筑結(jié)構(gòu),2022,52( 15) :28-33. CHEN Haixiao,YANG Xuelin,FENG Yongwei,et al. Structural design of OPPO Global Mobile Terminal Researchand Development Headquarters [ J] . Building Structure,2022,52(15) :28-33.
