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《Structural Engineers》 2004-06
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Study on Restoring Force Model of Lattice Type Steel Reinforced Concrete Columns

ZHOU Ying LU Xilin (Tongji University, Shanghai 200092)  
Based on the tests of 5 lattice type steel reinforced concrete (LSRC) columns, subjected to constant axial compressive forces and reversed cyclic loading, this paper compares and analyzes the testing phenomena and mechanics of these columns. The formula of ultimate shear strength, corresponding displacement and ductility factor are also proposed, involving the results of parallel tests, to form a general skeleton curve. Then, this paper builds up the hysteretic rule of the LSRC columns, which synthetically reflects their degradation of strength, stiffness and the characteristic of slip. The restoring force model of LSRC column is thus formed for the application of nonlinear dynamics analysis as well as static structural calculations.
【CateGory Index】: TU375.3
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