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The seismic rating detection and evaluation of prefabricated panel buildings should be based on the 'Code for Seismic Design of Buildings' and the 'General Code for Seismic Design of Buildings and Municipal Engineering'**. Details are as follows:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788796893140_954xt4qb_ccfad2c058.jpg)\n\n**I. Basis for the Prefabricated House Seismic Test Specification**\nThe seismic tests for prefabricated houses should follow the 'Building Seismic Test Code JGJ\u002FT101-2015'. This code is a standard for test methods in the field of structural seismic resistance, covering aspects such as test specimen design and fabrication, quasi-static tests, pseudo-dynamic tests, simulated earthquake shaking table tests, and on-site structural dynamic characteristic tests. Its core requirements include:\n1. **Model Fabrication**: It is specified that the dimensions, material properties, and construction details of the test specimens should be consistent with those of actual engineering projects to ensure that the test results accurately reflect the seismic performance of the structures.\n2. **Loading Devices**: The code stipulates displacement control for quasi-static tests, force-displacement hybrid control for pseudo-dynamic tests, and input seismic wave parameters for shaking table tests to simulate structural responses under different seismic actions.\n3. **Measurement Methods**: It requires real-time monitoring of key parameters such as structural displacement, strain, and acceleration, with data acquisition frequencies meeting the needs of dynamic analysis.\n4. **Test Procedures**: From specimen installation and preloading to the formal test, operations should strictly adhere to the steps outlined in the code to ensure the repeatability and comparability of test results.\n\n**II. Basis for Seismic Rating Detection and Evaluation of Prefabricated Panel Buildings**\nThe seismic ratings of prefabricated panel buildings should be comprehensively determined based on the following codes:\n1. **'Code for Seismic Design of Buildings' (GB 50011-2010) (2016 Edition)**: Through structural inspections (such as component damage and connection node reliability), dynamic characteristic tests (such as natural vibration periods and damping ratios), and seismic evaluations (such as load-bearing capacity checks and deformation capacity assessments), it is determined whether the structure meets the original design seismic rating requirements.\n2. **'General Code for Seismic Design of Buildings and Municipal Engineering' (GB55002-2021)**: As a mandatory standard, it explicitly requires all newly constructed and renovated projects to adhere to its seismic fortification objectives (such as 'no damage in minor earthquakes, repairable in moderate earthquakes, and non-collapse in major earthquakes'). 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