期刊文献+

装配式钢结构在某超高层住宅中的应用 被引量:8

Application of fabricated steel structure in a super high-rise residence
原文传递
导出
摘要 基于国家政策、装配式钢结构的优势、超高层建筑的快速发展,装配式钢结构在超高层住宅中的应用成为了装配式住宅建筑的发展方向。为探究装配式钢结构在超高层住宅中应用的可行性,结合某实际工程,首先对混凝土结构和装配式钢结构进行选型对比,结果表明装配式钢结构具有更好的应用性。从建筑方面,对结构布置与建筑功能的配合度、三板体系的选型进行分析,结果表明装配式钢结构能够很好地满足住宅建筑品质要求。从结构方面,对装配式钢结构方案进行了初步设计和风时程响应分析,结果表明装配式钢结构整体指标均能满足规范要求,且布置黏滞阻尼墙能有效改善钢结构住宅的舒适性。该项目的装配式钢结构方案设计可为装配式钢结构在超高层住宅中的应用提供参考。 Based on national policies,the advantages of fabricated steel structures and the rapid development of super high-rise buildings,the application of fabricated steel structures in super high-rise residential buildings has become the development direction of assembled residence. In order to explore the feasibility of the application of fabricated steel structure in super high-rise residential buildings,combined with a practical project,concrete structures and fabricated steel structures were compared and the results showed that the fabricated steel structure has better applicability. Then,from the aspects of architecture,the fitting degree of structural layout and building function and the selection of three-board system were carried out,which shows that the fabricated steel structure can meet the requirements of residential building quality well. From the aspect of structure,the preliminary design and wind time-history response analysis of the fabricated steel structure were carried out,which shows that the overall index of fabricated steel structure can meet the requirements of the code,and the arrangement of viscous damping wall can effectively improve the comfort of steel structural residence. The schematic design of the super high-rise steel structure provides a useful reference for the application of the fabricated steel structure in the super high-rise residence.
作者 丁洁民 张冀 吴宏磊 王世玉 Ding Jiemin1,2, Zhang Ji1 , Wu Honglei2 , Wang Shiyu2(1 College of Civil Engineering, Tongji University, Shanghai 200092, China; 2 Architectural Design and Research Institute of Tongji University (Group) Co., Ltd., Shanghai 200092, China)
出处 《建筑结构》 CSCD 北大核心 2018年第7期1-8,共8页 Building Structure
关键词 装配式钢结构 超高层住宅 黏滞阻尼墙 舒适性 fabricated steel structure super high-rise residence viscous damping wall comfort
  • 相关文献

参考文献7

二级参考文献23

  • 1汪大绥,周建龙,袁兴方.上海环球金融中心结构设计[J].建筑结构,2007,37(5):8-12. 被引量:31
  • 2[3]柴昶.热轧H型钢设计应用手册.北京:中国计划出版社,1998
  • 3Thornton Tomasetti, TJADRI. Report special examination of earthquake fortification in preliminary design of the Shanghai Center [ R ]. Shanghai: Architectural Design & Reaearch Institute of Tongji University (Group) Co. Ltd, 2009.
  • 4ISO2103 Loads due to use and occupancy in residential and public buildings[S]. 1986.
  • 5RWDI. Report on wlnd-induced structural response studies of the Shanghai Center [ R ]. Guelph, Canada: Rowan Williams Davies & Irwin Inc. , 2009.
  • 6宋腾添玛沙帝结构师事务所,同济大学建筑设计研究院(集团)有限公司.上海中心大厦项目结构超限审查会送审报告[R].上海:同济大学建筑设计研究院(集团)有限公司,2009.
  • 7宋腾添玛沙帝结构师事务所,中建国际(深圳)设计顾问有限公司.深圳平安金融中心项目结构超限审查会送审报告[R].深圳:中建国际(深圳)设计顾问有限公司,2010.
  • 8同济大学建筑设计研究院(集团)有限公司.郑州中央绿地广场抗震设防专项报告[R].上海:同济大学建筑设计研究院(集团)有限公司,2011.
  • 9同济大学建筑设计研究院(集团)有限公司.兰州鸿运金茂抗震设防专项报告[R].上海:同济大学建筑设计研究院(集团)有限公司,2012.
  • 10Kawai H. Effect of corner modifications on aeroelastic instabilities of tall buildings [ J ]. Journal of WindEngineering and Industrial Aerodynamics, 1998, 74/ 75/76 : 719-729.

共引文献231

同被引文献138

引证文献8

二级引证文献18

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部