THE METHODOLOGY AND RESULTS OF EXPERIMENTAL INVESTIGATIONS OF STEEL AND CONCRETE COMPOSITE CABLE SPACE FRAME ON EFFECT SHORT-TERM LOADING
The article presents methodology and results of experimental investigation of full-scale steel and concrete composite cable space frame 5.3 m on effect short-term loading. The experimental sample consisted of flexible elements of the lower belt and steel and concrete composite space modules. Elements of the lower belt were made of pieces of rolled steel with a circular cross section of 16 mm in diameter.