EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE

Li Ping; Liang Shuting; Jiang Yongsheng

doi:10.13204/j.gyjz200505014

Volume 35 Issue 5

Dec. 2014

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Abstract

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Citation:

Li Ping, Liang Shuting, Jiang Yongsheng. EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 54-55,62. doi: 10.13204/j.gyjz200505014

Wang Gaofeng, Sun Sheng. THE RESEARCH STATUS OF INDUSTRIAL HERITAGE IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 1-3,60. doi: 10.13204/j.gyjz201301001

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EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE

doi: 10.13204/j.gyjz200505014

1.
1. Nanjing Audit Institute Nanjing 210029;
2.
2. Key Laboratory of Concrete &Prestressed Concrete Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2004-12-06
Publish Date: 2005-05-20

Abstract

Abstract

Hidden beam should be designed between columns for frame supported flat plate structure(FSFPS)according to the new codes and punching shear reinforcements are set to immprove the punching shear strength of the slab column connections. To study the calculative methods for the slab, the spot experiment of a pilot project is done. The test result shows that EFM(equivalent frame method) still is an effective method on studying slab of frame supported flat plate structure. Based on which some design proposals for the new system are put forward.
- frame supported flat plate structure,
- flexural moment,
- equivalent frame method,
- design proposals

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References(5)

References

[2] Megally S, et al. Design Considerations for Slab-Column Connections in Seismic Zones. ACI Structural Journal, 1994, May-Jun:303 ～ 314;

许巍,梁书亭,蒋永生.新型梁柱-板柱组合结构(住宅)体系的抗震性能分析.东南大学学报,2001,31(6):9～13;

[3] 于庆荣,颜德姮,程文瀼.混凝土结构.北京:中国建筑工业出版社,1994.26;

[4] 朱聘儒.双向板无梁楼盖.北京:中国建筑工业出版社,1999.254～256;

[5] 朱聘儒.双向板无梁楼盖.北京:中国建筑工业出版社,1999.83～92

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