Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 43 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
Wu Ming, Ye Xianguo, Jiang Qing, Chang Lei. SHAKING TABLE MODEL TEST DESIGN FOR SUPER MEGA FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 47-51. doi: 10.13204/j.gyjz201306011
Citation: Wu Ming, Ye Xianguo, Jiang Qing, Chang Lei. SHAKING TABLE MODEL TEST DESIGN FOR SUPER MEGA FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 47-51. doi: 10.13204/j.gyjz201306011

SHAKING TABLE MODEL TEST DESIGN FOR SUPER MEGA FRAME STRUCTURES

doi: 10.13204/j.gyjz201306011
  • Received Date: 2012-10-17
  • Publish Date: 2013-06-20
  • The mega-frame structure system is a new type of structural system to adapt to the development of high-rise and super high-rise buildings.However, there is less study on the mega-frame structure currently.In order to study the seismic performance of the mega-frame better, according to Chinese Engineering Design Standard, a 55 layer 39 m36 m201 m super high-level reinforced concrete mega-frame structure was designed in a region with 7 seismic fortification and Ⅱ site.Which was used as the scaled integral structure model of shaking table test for earthquake simulation.In order to study the seismic performance of the mega-frame better, it was described the choosing of materials for the test model, the design of the dynamic correlation coefficient and the design of the test program, which provided a reference for future related experimental design.
  • loading
  • [2] JGJ 32002高层建筑混凝土结构技术规程[S].
    中国建筑科学研究院 PKPM CAD 工程部.用户手册及技术条件[Z].北京:中国建筑科学研究院 PKPM CAD 工程部,2008.
    [3] 朱伯龙.结构抗震试验[M].北京:地震出版社,1989:8-13,111-120.
    [4] 吕西林.复杂高层建筑结构抗震理论与应用[M].北京:科学技术出版社,2007:201-288.
    [5] 黄维平,邬瑞锋,张前国.配重不足时的动力试验模型与原型相似关系问题的探讨[J].地震工程与工程振动,1994,14(4):64-71
    [6] 邹昀,吕西林,卢文胜,等.上海环球金融中心大厦整体结构振动台试验设计[J].地震工程与工程振动,2005,25(4):54-59.
    [7] 叶献国,徐勤,李康宁,等.地震中受损钢筋混凝土建筑弹塑性时程分析与振动台试验研究[J].土木工程学报,2003,36(12):20-25.
    [8] 蒋庆.巨型框架结构的地震反应及基于小波分析的损伤研究[D].合肥:合肥工业大学,2011.
    [9] 赵斌,吕西林,卢文胜,等.局域大空间复杂体型高层结构整体模型振动台试验研究[J].建筑结构学报,2005(增刊):1-7.
    [10] 王德才.基于能量分析地震动输入选择及能量谱研究[D].合肥:合肥工业大学,2010.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (131) PDF downloads(102) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return