板柱结构中板弯矩的试验研究 李萍.pdf
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李 萍
( 210029)
梁书亭 蒋永生
( 210096)
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EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME
SUPPORTED FLAT PLATE STRUCTURE
Li Ping
( Nanjing Audit Institute Nanjing 210029)
Liang Shuting Jiang Yongsheng
( Ke Laborator of Concrete Prestressed Concrete Structures of Ministr of Education, Southeast Universit Nanjing 210096)
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 stud 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 stud ing slab of frame supported flat plate
structure. Based on which some design proposals for the new s stem are put forward.
Keywor s : frame supported flat plate structure flexural moment equivalent frame method design proposals
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