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Container modular houses should adopt a regular layout to ensure symmetrical planar arrangement of lateral force-resisting components (such as walls and frames) and uniform variation of lateral stiffness along the vertical direction, thereby enhancing seismic performance.\n\n4. **Box Panel Wall Opening and Cantilever Arrangement**  \nWhen creating openings, a staggered arrangement of non-perforated and perforated boxes should be used to avoid local stress concentration. The length of cantilevered container sections should not be excessive, and openings are prohibited in cantilevered areas to prevent structural instability or a decrease in load-bearing capacity.\n\n5. **Structural System and Connection Nodes**  \nThe structural system must be reasonably designed to ensure strength and stiffness during transportation, installation, and use. The construction of connection nodes should facilitate ease of construction. Non-load-bearing panels require verification and reinforcement, while load-bearing roofs necessitate the installation of separate lightweight roof covers (such as color steel plates) to prevent structural deformation due to excessive roof loads.\n\n6. **Fire Protection and Corrosion Resistance Requirements**  \nThe design documents must specify the fire rating (such as fire resistance limit) and corrosion resistance measures (such as painting and galvanizing). Existing containers should meet the maintenance standards outlined in the 'Technical Requirements for Repair of Steel General-Purpose Containers' (GB\u002FT 12418). 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