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作者:

Yang, Lu (Yang, Lu.) (学者:杨璐) | Wang, Yuan-Qing (Wang, Yuan-Qing.) | Shi, Yong-Jiu (Shi, Yong-Jiu.) | Wang, Chun-Gang (Wang, Chun-Gang.)

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摘要:

This paper presents an experimental study on a full-scale two-storey, two-bay by one-bay steel-concrete composite slim floor that was subjected to horizontal pseudo-dynamic loadings. Tests on the natural frequency and membrane behavior of the specimen have been conducted. In addition, the time-history load-displacement curves and hysteretic curves obtained from pseudo-dynamic loading test have been specified. Based on the test results, the specimen has a good membrane behavior and remained elastic under the loading cases of amax=0.05 g and amax=0.10 g, but started to crack slightly under the loading case of amax=0.20 g. The test results can provide a reference for further researches.

关键词:

Dynamic loads Floors Natural frequencies Testing

作者机构:

  • [ 1 ] [Yang, Lu]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Yuan-Qing]Department of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing 100084, China
  • [ 3 ] [Shi, Yong-Jiu]Department of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing 100084, China
  • [ 4 ] [Wang, Chun-Gang]College of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

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来源 :

Journal of Vibration Engineering

ISSN: 1004-4523

年份: 2011

期: 5

卷: 24

页码: 514-521

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