We also explanated the distribution of moment and shear force in the four piers of the bridge in deferent stage of apllying loads.

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Research for the Seismic Behavior of the Structural System with Limited Stiffness Outrigger and with Rigid Outrigger

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The Ti\|pillared rectorite with 16 A interlayer porosities is a new type of clay mineral materials which c...

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As for the three-story frame, the beams provide the restriction when the column lost their stability. So the overall sustention ability of the beam could be distributed to the border columns. The overall critical load of the three-story frame could be extracted by solving the equation with two variables.

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Considering the behaviors of unbonded prestressed concrete beams and steel reinforced concrete columns, a kind of nonconforming beam-column element was constructed and the analysis precision was improved. Loading and reloading paths were introduced into the constitutive relationship of concrete. It is helpful to the analysis program to trace the full-range mechanical behavior of structures including the descending part and the hysterisis characteristic under cyclic loading.

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On the basis of shear resisting behavior experiments of the column, the formula model for calculating the shear strength of the column is presented, and the undetermined coefficient in the formula is regressed using the experimental data.

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