Calculation method for axial compressive bearing capacity of concrete-filled steel tube bundle short-pier shear walls (Postprint)
For "I-shaped," "L-shaped," "T-shaped," and "cross-shaped" walls, the structures are classified into three categories—ends, webs, and connections—based on the constrained zones. A unified axial load-bearing capacity formula for concrete-filled steel tube (CFST) bundle short-limb shear walls is deriv…