巨型钢框架悬挂结构体系组合楼板振动性能试验及舒适度分析

张坤; 王静峰; 张贝贝; 黄巍; 浦玉学; 赵春风

doi:10.13204/j.gyjzG20072206

巨型钢框架悬挂结构体系组合楼板振动性能试验及舒适度分析

doi: 10.13204/j.gyjzG20072206

张坤¹,
王静峰^1,2, ,,
张贝贝¹,
黄巍³,
浦玉学¹,
赵春风¹

1. 合肥工业大学土木与水利工程学院, 合肥 230009;
2. 先进钢结构技术与产业化安徽省协同创新中心, 合肥 230009;
3. 合肥市重点工程建设管理局, 合肥 230001

基金项目:

教育部新世纪优秀人才支持计划(NCET-12-0838)。

国家自然科学基金资助项目(51478158)

详细信息

作者简介:
张坤,男,1995年出生,硕士研究生。

通讯作者:
王静峰,jfwang008@163.com。

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出版历程
- 收稿日期: 2020-07-22
- 网络出版日期: 2022-07-23
- 刊出日期: 2022-07-23

Vibration Performance Test and Comfort Analysis of Composite Floor Slab of Giant Steel Frame with Suspended Structure System

1. School of Civil Engineering, Hefei University of Technology, Hefei 230009, China;
2. Anhui Province Collaborative Innovation Center of Advanced Steel Structure Technology and Industrialization, Hefei 230009, China;
3. Hefei Administrative Bureau of Key Engineering Projects, Hefei 230001, China

摘要

摘要: 目前国内外尚缺乏巨型钢框架悬挂结构体系的组合楼板振动试验与舒适度评价方法。为了揭示人致荷载激励下巨型钢框架悬挂结构体系组合楼板的振动特性及舒适度,依托中科院量子科研楼,开展了现场振动实测与分析。通过动力特性试验获悉楼板的频率分布,对楼板施加人致荷载激励和节律跳跃激励,着重分析了步频、人行数量、行走路线等主要因素对新型悬挂结构体系楼板振动舒适度的影响规律。试验结果表明:随着步频增大和行走人数的增加,楼板的峰值加速度逐渐增大;沿楼板宽度方向行走会引起明显振动响应;节律跳跃激励对楼板舒适度影响较大,使用时应避免过多的跳跃激励。结合国内外规范,对此楼板振动舒适度进行了评价与分析。研究建议,可采用主振频率和振动强度来评价该新型结构的楼板振动舒适度,即主振频率不小于3 Hz,振动强度不大于0.015 m/s²。
- 巨型钢框架悬挂结构体系 /
- 人致荷载激励 /
- 主振频率 /
- 振动强度 /
- 舒适度
Abstract: At present, there is still a lack of vibration testing and comfort evaluation method for the composite floor slabs of the giant steel frame with suspended structure systems at home and abroad. In order to reveal the vibration characteristics and comfort of the composite floor slab of the giant steel frame with suspended structure system under the excitation of human-induced loads, on-site vibration measurement and analysis were carried out based on the research building of the Quantum Academy of the Chinese Academy of Sciences. The frequency distribution of the floor slab was obtained through the dynamic characteristic test; the human-induced load excitation and rhythm jump excitation were applied to the floor slab, focusing on the analysis of the influence of the main factors such as step frequency, pedestrian number, and walking route on the floor vibration comfort of the new suspended structural system. The test results showed that the peak acceleration of the floor slab gradually increased with the increase of the stride frequency and the number of people walking; walking along the width of the floor slab would cause a significant vibration response; rhythmic jump excitation has a great impact on floor comfort, and excessive jump excitation should be avoided when using it. Combining with domestic and foreign codes, this floor was evaluated and analyzed for vibration comfort. The research results showed that the main vibration frequency and vibration intensity could be used to evaluate the vibration comfort of the floor slab of the new structure, which meant that the main vibration frequency should not be less than 3 Hz, and the vibration intensity should not be greater than 0.015 m/s²
- giant steel frame with suspended structure system /
- human-induced load excitation /
- main vibration frequency /
- vibration intensity /
- comfort

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参考文献(15)

[1]	张異然. CFRP拉索巨型框架悬挂建筑与验证性示范工程研究[D].南京:东南大学,2017.
[2]	王春林,吕志涛,涂永明.半柔性悬挂结构体系的风振响应参数优化及阻尼控制[J].土木工程学报,2009,42(3):1-7.
[3]	FENG M Q, MITA A. Vibration control of tall buildings using mega subconfiguration[J]. Journal of Engineering Mechanics, 1995, 121(10):1082-1088.
[4]	王华林,李娜,陈星,等.广东省博物馆新馆大跨度悬挂结构悬臂桁架性能研究[J].建筑结构,2010,40(7):20-23 ,42.
[5]	蔡朝霞.巨型钢框架悬挂结构体系的竖向振动控制[D].南宁:广西大学,2006.
[6]	潘宁.人行荷载下楼板振动响应舒适度研究[D].北京:中国建筑科学研究院,2012.
[7]	孟琳.天津图书馆楼板舒适度性能研究[D].天津:天津大学,2014.
[8]	韩合军.北京银泰中心工程钢-混凝土组合楼板振动性能研究[D].北京:清华大学,2009.
[9]	门雨.冷弯薄壁型钢桁架组合楼盖振动性能与舒适度研究[D].合肥:合肥工业大学,2018.
[10]	中华人民共和国住房和城乡建设部.高层民用建筑钢结构技术规程:JGJ 99-2015[S].北京:中国建筑工业出版社,2015.
[11]	中华人民共和国住房和城乡建设部.组合结构设计规范:JGJ 138-2016[S].北京:中国建筑工业出版社,2016.
[12]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2015.
[13]	中华人民共和国住房和城乡建设部.建筑楼盖振动舒适度技术标准:JGJ/T 441-2019[S].北京:中国建筑工业出版社,2019.
[14]	Intermational Standard Organization. Mechanical vibration and shock-evaluation of human exposure to whole-body vibration-part 2;vibration in buildings (1 Hz~-80 Hz):ISO 2631-2:2003[S].Geneva:International Standard Organization,2003.
[15]	AISC. Floor Vibration due to Human Activity[S]. American Institute of Steel Construction, 1997.