Seismic capacity, including the ultimate load-carrying capacity and ultimate deformation capacity of precast segmental concrete double-column (PSCDC) piers with
Buried pipe networks are important components of lifeline systems. An experiment is conducted to test a buried pipe network subjected to an artificial earthquak
A uniaxial concrete constitutive model considering the bond-slip effect is proposed and its finite element analysis (FEA) implementation on a fiber section of a