Abstract: A series of six full-scale cruciform H-shaped beam to square tube column joint with cast steel stiffener specimens was tested under cyclic loading to study the seismic behavior of the new joints. A parametric numerical ...

Abstract: A series of six full-scale cruciform H-shaped beam to square tube column joint with cast steel stiffener specimens was tested under cyclic loading to study the seismic behavior of the new joints. A parametric numerical ...

Abstract: Progressive collapse accidents of single-layer latticed domes seriously threaten public safety and social security. Structural integrity and progressive collapse–resisting capacity are gradually becoming essential requirements ...