INVESTIGATION OF STRENGTH AND RIGIDITY IN FLOORS OF PAVILION TYPE BUILDINGS AT HORIZONTAL LOADS

The methods for experimental investigations of the sectional floors taking stresses in the collar beams into consideration have been developed, the new experimental data on the strength and rigidity of the floors have been obtained. The methods for design of the strength and rigidity of the floor discs in the pavilion type buildings on base of the connected frame for use in the design practice have been developed. The work results have been introduces at design of the covered market building in t. Borisoglebsk of Voronesh region, power supply section building on the railway station Kastornaya-Novaya of South-Eastern railway and also into the educational process of the Voronezh State Architectural-Building AcademyAvailable from VNTIC / VNTIC - Scientific & Technical Information Centre of RussiaSIGLERURussian Federatio