期刊文献+

国家会议中心二期钢支撑剪力墙施工监控技术 被引量:2

CONSTRUCTION MONITORING TECHNOLOGY OF STEEL PLATE SHEAR WALL OF CHINA NATIONAL CONFERENCE CENTER PHASE Ⅱ
下载PDF
导出
摘要 为明确国家会议中心二期项目钢支撑剪力墙的工作状态和施工质量,采用振弦式应变计和钢筋计获取受力敏感位置的钢筋应力、混凝土应力和钢支撑应力在钢支撑剪力墙施工和服役阶段的演化规律,以自动化采集单元、无线传输和云平台为技术手段实现相关数据的实时自动化采集、传输、存储和分析。结果表明:该系统可准确有效获取钢支撑剪力墙从施工到服役的全过程数据;通过定性和定量分析可验证钢支撑和钢筋混凝土的协同性,以及钢支撑剪力墙的施工质量和遇到特殊荷载变化后的状态。 In order to clarify the working status and construction quality of steel plate shear wall of China National Conference Center Phase II,a system which can realize the automation of project sensitive parameter acquisition,transmission,storage and analysis is constructed.The system includes vibrating wire strain gauge,steel bar gauge,automatic acquisition unit,wireless transmission and cloud platform etc.The results show that the system can accurately and effectively obtain the evolution law of steel plate shear wall parameters;Through qualitative and quantitative analysis,we can verify the synergy of steel brace and reinforced concrete,the construction quality of steel plate shear wall and the state evaluation after special load changes.
作者 秘红丹 卫启星 齐翰 兰春光 MI Hong-dan;WEI Qi-xing;QI Han;LAN Chun-guang(Building Construction Research Institute Co.,Ltd,100039,Bejjing,China;Beijing Construction Engineering Group Co.,Ltd.,100055,Bejing,China)
出处 《建筑技术》 2021年第5期564-567,共4页 Architecture Technology
关键词 钢支撑剪力墙 自动化数据采集 协同性分析 steel plate shear wall automatic data acquisition collaborative analysis
  • 相关文献

参考文献4

二级参考文献17

  • 1郭彦林 缪友武.两侧开缝钢板剪力墙弹性屈曲性能研究[J].建筑结构,2004,.
  • 2Astaneh- Asl A.Seismic Behavior and Design of Steel Plate Shear Walls. In : Structural Steel Educational Council Technical Informationand Product Service,2001.
  • 3Troy R,Richard R.Steel Plate Shear Walls Resist Lateral Load,CutCosts. Civil Engineering - ASCE, 1979(2) :53 --55.
  • 4Fujitani H, Yamanouchi H,Okawa l, et al. Damage and Performance of Tall Buildings in 1995 Hyogoken Nanbu Earthquake. In:The 67thRegional Conference, Council on Tall Building and Urban Habitat,Chicago: 1996,103 -- 125.
  • 5Naeim F. Lessons Learned from Performance of Nonstructural Components During the January 17, 1994 Northridge Earthquake-Case Studies of Six Instrumented Multistory Buildings.JSEE, 1999,2(1).
  • 6Hitaka T, Matsui C.Experimental Study on Steel Shear Wall with Slits. Journal of St ructural Engineering, 2003,129 (5).
  • 7Zhao Q, Astaneh- Asl A. Cyclis Behavior of Traditional and Innovative Composite Shear Walls. Journal of Structural Engineering, 2004,130(2).
  • 8Thorburn L J, Kulak G L, Montgomery C J.Analysis of Steel Plate Shear Walls.Struct. Engrg Rep. No.107. Edmonton: University of Alberta, 1983.
  • 9Timler P A, Kulak G L.Experimental Study of Steel Plate Shear Walls. Structural Engineering Rep. No. 114. Edmonton: University of Alberta, 1983.
  • 10Timler P A.Design Procedures Development, Analytical Verification and Cost Evaluation of Steel Plate Shear Wall Structures.EERF Tech. Rep. No.98- 01. Vancouver: University of British Columbia, 1988.

共引文献166

同被引文献6

引证文献2

二级引证文献4

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