Dynamic model test of a reinforced concrete slab-column system;

Aimed at the problem of the width coefficient of equivalent frame in cast-in-situ hollow slab column-cap structure under horizontal load,it is more reasonable to describe the width coefficient of equivalent frame in the form of stiffness coefficient.

For the characteristic structure of the prop cap,a finite element analysis for it with the solid element is made.

Calculation Research on Failure Model and Bearing Capacity of Wall-Studs System Subject to Centric Axial Loads;