92, Weijin Road
Nankai District
Tianjin, 300072
China
Tianjin University
Modular steel structures, Self-locking joints, Full-scale pseudo-static experiment, Axial compression ratio, Design methodology
Modular steel building, Modular building double-beam structure, Plug-in connection between double beams, Full-scale test, Collaborative bending mechanism
modular steel building, slide self-locking connection, biaxial bending, initial rotational stiffness, Ultimate bearing capacity
Steel-aluminum composite tube, axial compression test, slenderness, quasi-steel theory, calculation formula
modular steel structure, Grouted connection between units, Bending behaviour, Simplified calculation model, Bending performance calculation method
Modular Steel Buildings, Inter-Module Connections, Bidirectional Full-Scale Shear Test, Theoretical Model, Shear Bearing Capacity