- 摘 要
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（1 北京市建筑設(shè)計(jì)研究院有限公司, 北京 100045; 2 北京維拓時(shí)代建筑設(shè)計(jì)股份有限公司, 北京100025）
［摘要］哈爾濱萬達(dá)滑雪場是目前全球最大的室內(nèi)滑雪場。雪場高區(qū)結(jié)構(gòu)設(shè)計(jì)難點(diǎn)較多，詳細(xì)介紹了高區(qū)結(jié)構(gòu)設(shè)計(jì)的內(nèi)容，包括結(jié)構(gòu)體系及優(yōu)化措施、設(shè)計(jì)標(biāo)準(zhǔn)及性能目標(biāo)，闡述了高區(qū)結(jié)構(gòu)的超限審查要點(diǎn)，研究了高區(qū)結(jié)構(gòu)的靜力和動(dòng)力性能，詳細(xì)討論了格構(gòu)柱計(jì)算長度和防連續(xù)倒塌分析，并給出了關(guān)鍵節(jié)點(diǎn)設(shè)計(jì)方法，確保了結(jié)構(gòu)體系、結(jié)構(gòu)構(gòu)件及節(jié)點(diǎn)連接的可靠性和合理性。
［關(guān)鍵詞］哈爾濱萬達(dá)滑雪場； 高區(qū)結(jié)構(gòu)設(shè)計(jì)； 防連續(xù)倒塌分析； 格構(gòu)柱計(jì)算長度
中圖分類號(hào)：TU973+.13, TU393.2(3)文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2018)23-0079-06
Structural design of the high section of Wanda Ski Center in Harbin
Zhu Zhongyi1, Zhang Lin1, Li Hongqiu2, Leng Dongmei2, Xie Longbao2, Xu Jie2, Huang Yu2
(1 Beijing Institute of Architectural Design, Beijing 100045， China; 2 Beijing Victory Star Architecture & Civil Engineering Design Co.， Ltd.， Beijing 100025， China)
Abstract:Wanda Ski Center in Harbin is the largest indoor ski resort in the world. There were many difficulties in structural design of the high section of ski center. The contents of the structural design of the high section of ski center were introduced in detail, including the structural system and optimization measures, design standards and performance objectives. The key points of the out-of-code review of the high section of the structure were expounded, and the static and dynamic performances of the high section of the structure were studied. The calculated length of lattice column and anti-progressive collapse analysis were discussed in detail, and design methods for key nodes were provided to ensure the reliability and rationality of structural systems, structural components and node connections.
Keywords:Wanda Ski Center in Harbin; structural design of high section; anti-progressive collapse analysis; calculated length of lattice column
作者簡介：朱忠義，博士，教授級高級工程師，一級注冊結(jié)構(gòu)工程師，Email: zhuzhongyi@biad.com.cn。
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