Experimental Researthes of Flexural Strength Coefficient of Short Structure Wall with Unbonded Prestressed Floor System
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Abstract:
By means of revered cycle loading tests on the two specimens of short shear wall and unbonded prestressed floor system, the authors analyze the effect on the flexural strength coefficient between walls and beams of cast-in-placed slab and torsion beam. It complements the test results in terms of computer analysis. It brings forward some design method that the flexural strength ratio in this dimension structure system should be amplified than the criterion.
