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考虑有檩体系屋面系统的网壳结构静力稳定性分析
  • ISSN号:1000-4750
  • 期刊名称:《工程力学》
  • 时间:0
  • 分类:TU767.5[建筑科学—建筑技术科学] TP311[自动化与计算机技术—计算机软件与理论;自动化与计算机技术—计算机科学与技术]
  • 作者机构:Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China EarthquakeAdministration, Harbin 150080, China
  • 相关基金:Supported by: Research fund for earthquake engineering of China Earthquake Administration (201508023), a project of the National Science & Technology Support Program during the Twelfth Five-year Plan Period of China (2015BAK 17B03) and a general program of National Natural Science Foundation of China (51578515).Acknowledgement The authors are grateful to Associate Professor Wang Yumei, IEM, for providing some seismic damage photos. This research is sponsored by a research fund for earthquake engineering of China Earthquake Administration (201508023), a project of the National Science & Technology Support Program during the Twelfth Five-year Plan Period of China (2015BAK17B03) and a general program of National Natural Science Foundation of China (51578515).
中文摘要:

Severe damage to suspended ceilings of metal grids and lay-in panels was observed in public buildings during the 2013 Ms7.0 Lushan earthquake in China. Over the past several years, suspended ceilings have been widely used practice in public buildings throughout China, including government offices, schools and hospitals. To investigate the damage mechanism of suspended ceilings, a series of three-dimensional shake table tests was conducted to reproduce the observed damage. A full-scale reinforced concrete frame was constructed as the testing frame for the ceiling, which was single-story and infilled with brick masonry walls to represent the local construction of low-rise buildings. In general, the ceiling in the tests exhibited similar damage phenomena as the field observations, such as higher vulnerability of perimeter elements and extensive damage to the cross runners. However, it exhibited lower fragility in terms of peak ground/roof accelerations at the initiation of damage. Further investigations are needed to clarify the reasons for this behavior.

英文摘要:

Severe damage to suspended ceilings of metal grids and lay-in panels was observed in public buildings during the 2013 M7.0 Lushan earthquake in China. Over the past several years, suspended ceilings have been widely used practice in public buildings throughout China, including government offices, schools and hospitals. To investigate the damage mechanism of suspended ceilings, a series of three-dimensional shake table tests was conducted to reproduce the observed damage. A full-scale reinforced concrete frame was constructed as the testing frame for the ceiling, which was single-story and infilled with brick masonry walls to represent the local construction of low-rise buildings. In general, the ceiling in the tests exhibited similar damage phenomena as the field observations, such as higher vulnerability of perimeter elements and extensive damage to the cross runners. However, it exhibited lower fragility in terms of peak ground/roof accelerations at the initiation of damage. Further investigations are needed to clarify the reasons for this behavior.

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期刊信息
  • 《工程力学》
  • 中国科技核心期刊
  • 主管单位:中国科学技术协会
  • 主办单位:中国力学学会
  • 主编:袁驷
  • 地址:北京清华大学新水利馆114号
  • 邮编:100084
  • 邮箱:gclxbjb@tsinghuae.du.cn
  • 电话:010-62788648
  • 国际标准刊号:ISSN:1000-4750
  • 国内统一刊号:ISSN:11-2595/O3
  • 邮发代号:82-862
  • 获奖情况:
  • 1999年获在物理、力学类刊物中影响因子位居第二(0...
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  • 被引量:32789