登录
注册
Recent Advances and Engineering Practice in High-Rise Steel Structure Building
-
摘要: 钢结构具有强度高、自重轻、抗震性能好、施工速度快、绿色可持续发展等优点,在改革开放后30年内得到了迅速发展。近10年来,住宅建筑、工业上楼等高层建筑中采用钢结构的比例大幅提高,在超高层建筑中各类钢结构体系也得到新的发展。抗震性能化设计、消能减震(振)技术以及高性能钢材的推广应用,使得钢结构在高层建筑中发挥出更大的优势。然而,和国外先进技术相比,我国高层建筑钢结构在材料性能、结构设计方法和经济性等方面尚有不小差距,需要全产业链互动并进一步研发相关技术。Abstract: Steel structure is known for its advantage of high strength, light self-weight, good seismic performance, fast construction speed, and green sustainable development, which had a rapid development in the 30 years after the reform and opening up. Over the past decade, the proportion of steel structures used in high-rise buildings such as residential buildings and high-rise industrial buildings has significantly increased. Various steel structure systems have also seen new developments in super high-rise buildings. The design for seismic performance, energy dissipation and shock absorption technologies, and the promotion of high-performance steel materials have enabled steel structures to exert greater advantages in high-rise construction. However, compared to foreign advanced technologies in high-rise buildings, there is still a significant gap in material performance, structural design methods, and economic aspects of steel structures in our country. It is necessary to promote interaction across the entire industry chain and further develop related technologies.
-
[1] 李国强.多高层建筑钢结构[M].北京:中国建筑工业出版社,2004. [2] 侯兆欣,侯忠良,朱斌,等.高层建筑钢结构国产化进展[J].钢结构,2004,19(2):24-26,50. [3] 徐永基,刘大海,钟锡根,等.高层建筑钢结构设计[M].西安:陕西科学技术出版社,1993. [4] 汪大绥,周建龙.我国高层建筑钢-混凝土混合结构发展与展望[J].建筑结构学报,2010,31(6):62-70. [5] 汪大绥,包联进,姜文伟,等.上海中心大厦结构第三方独立审核[J].建筑结构,2012,42(5):13-18. [6] 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. [7] 赵松林,周定,朱祖敬,等.广州珠江城结构设计若干关键问题[J].建筑结构,2012,42(6):57-63. [8] 汪大绥,姜文伟,包联进,等.中央电视台(CCTV)新主楼的结构设计及关键技术[J].建筑结构,2007,37(5):1-7. [9] 汪大绥,陆道渊,黄良,等.天津津塔结构设计[J].建筑结构学报,2009,30(增刊1):1-7. [10] 远大可建科技有限公司.T30A塔式酒店技术简介[R].长沙:远大可建科技有限公司,2012. [11] 包联进."工业上楼"建筑结构特点剖析与设计对策[J].建筑智能工业化,2023,6(4):30-34. [12] 刘明国,姜文伟,于琦. 南京金鹰天地广场超高层三塔连体结构分析与设计[J].建筑结构,2019,49(7):15-21. [13] 陈建兴,方义庆,包联进,等.北京泰康大厦钢结构设计[J].建筑钢结构进展, 2017,19(5):15-21. [14] 陈建兴,包联进,胡振青,等.金桥国培中心悬挂结构设计[J].建筑结构,2022,52(10):42-47,103. [15] 包联进,汪大绥,周建龙,等.天津高银117大厦巨型支撑设计与思考[J].建筑钢结构进展,2014,16(2):43-48. [16] 童骏,包联进,汪大绥,等.昆明春之眼商业中心主楼结构设计[J].建筑结构,2022,52(9):36-41,103. [17] 包联进,严从志,童骏.密柱框筒结构的回归与新演绎[J].建筑结构,2022,52(10):104-109,147. [18] 张谨,王立军,杨律磊,等. 基于性能的钢结构抗震设计方法探讨及其改进研究[J]. 钢结构(中英文),2023,38(1):37-65. [19] 方义庆,包联进,陈建兴.上海张江科学会堂结构选型及设计[J].建筑结构,2021,51(14):20-25. [20] 赵雪莲,包联进,钱鹏,等.上海世茂国际广场裙房结构减震加固设计[J].建筑结构,2019,49(7):122-127. [21] 彭程,马良喆,薛恒丽,等. 超高层结构应用液体黏滞阻尼器在中国的发展[J]. 工程抗震与加固改造,2015,37(3):1-9. -
点击查看大图
计量
- 文章访问数: 6
- HTML全文浏览量: 0
- PDF下载量: 2
- 被引次数: 0
下载:
