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作者:

Shi, Gang (Shi, Gang.) | Zuo, Yongzhi (Zuo, Yongzhi.) | Zheng, Jingjie (Zheng, Jingjie.) | Huo, Da (Huo, Da.) (学者:霍达)

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摘要:

During the service of single-layer plane cable net supported glass buildings, as the supporting structure the single-layer plane cable net will inevitably be subjected to different types of damages. In order to study the influence of such damages on the static behavior of the single-layer plane cable net, a full-scale model with the dimension of 4.85 m × 4.85 m and 4 × 4 grids was designed and constructed. Static tests were conducted after introducing three types of damages including failure of connectors between horizontal and vertical cables, cable prestress loss and cable anchorage failure. The results indicate that, failure of connectors between horizontal and vertical cables almost has no influence on the static behavior of the single-layer plane cable net; the change of nodal displacements induced by the cable prestress loss does not exceed 15%; the cable anchorage failure affects the local part of the single-layer plane cable net significantly, and the induced change of nodal displacements is between 18% and 36%; damages have stronger effect on nodal displacements than cable tension forces. The intensity of the influence of damages depends on the damage degree and location, and decreases with the increase of load. The research results provide a sound foundation for establishing the safety evaluating method of in-service single-layer plane cable net structures.

关键词:

Anchorages (foundations) Cables Cable supported roofs

作者机构:

  • [ 1 ] [Shi, Gang]Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing 100084, China
  • [ 2 ] [Zuo, Yongzhi]Beijing Building Construction Research Institute, Beijing 100039, China
  • [ 3 ] [Zheng, Jingjie]Beijing Building Construction Research Institute, Beijing 100039, China
  • [ 4 ] [Huo, Da]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

Journal of Building Structures

ISSN: 1000-6869

年份: 2010

期: 3

卷: 31

页码: 9-17

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