Theoretical Analysis Research on Story Drift Limit for Steel Rinforced Concrete Composite Structures

Qiu Wei Wang; Qing Xuan Shi; Peng Wang

doi:10.4028/www.scientific.net/AMM.275-277.1123

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Damage Detection in Beam-Type Structures Using Fractal Dimension Trajectory of Rotated Higher Vibration Modes
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The Static Impact Analysis of a Blast Furnace Equipment Load on the Structure in Taiyuan
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Theoretical Analysis Research on Story Drift Limit for Steel Rinforced Concrete Composite Structures
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A Finite Element Method with Six-Node Isoparametric Element for Nonlinear Analysis of Cable Structures
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Theoretical Analysis Research on Story Drift Limit...

Theoretical Analysis Research on Story Drift Limit for Steel Rinforced Concrete Composite Structures

Abstract:

Steel reinforced concrete structures are organic combination of steel and concrete and the calculation formula of inter-story drift should be between them.The calculation formula of storey yield drift for reinforced concrete frames is obtained by adding the deformantion of beams, columns and joints, and the comparison shows that theoretical results agree with test data. Inter-story yield drift ratio for steel reinforced concrete (SRC) framees are proposed by using the same assumption and procedure, and story drift limit for SRC frames with certain assurance probability are proposed according to relationship of four seismic performance levels. The conclusion obtained provide reference for engineering design of SRC frame structures.