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Earthquake Resistance Performance of Prefabricated Panel Houses from Different Eras**  \n1. **Old prefabricated panel buildings from the 1970s-1980s**:  \n   These houses were mostly designed according to the \"Code for Seismic Design of Buildings\" (TJ 11-78), with a seismic fortification intensity generally of 6-7 degrees (some areas, such as Beijing, were designed for 7 degrees). Limited by the technology of the time, component connections commonly used simple steel bar overlaps or mortar joints, resulting in **poor overall integrity** and weak earthquake resistance. For example, during the 2008 Wenchuan earthquake (with an intensity of 8-11 degrees), a large number of old prefabricated panel buildings collapsed due to connection failures, indicating that they **could only withstand earthquakes of magnitude 6-7 (corresponding to an intensity of 6-7 degrees) and offered little protection against intensities above 8 degrees**.  \n\n2. **Modern prefabricated assembled buildings**:  \n   Designed according to the current \"Code for Seismic Design of Buildings\" (GB 50011-2010), these buildings can achieve a seismic intensity of 7-9 degrees depending on regional fortification requirements. By adopting high-strength concrete, prestressed technology, steel bar sleeve connections, and other processes, their **overall integrity and earthquake resistance have been significantly improved**. For example, assembled shear wall structures can withstand earthquakes above intensity 8, with the specific earthquake resistance level (magnitude 7-9) requiring a comprehensive assessment based on design and construction quality.  \n\n**II. Key Factors Affecting Earthquake Resistance**  \n1. **Connection quality**:  \n   The connection between prefabricated panels and walls or beams is the core of earthquake resistance. If welding is not secure, steel bar sleeve connections are loose, or concrete pouring quality is poor, the structure is prone to separation or fracture during an earthquake, **severely weakening earthquake resistance**.  \n\n2. **Design standards and construction quality**:  \n   Modern codes have higher requirements for structural integrity and ductility design, while old houses are inherently limited in earthquake resistance due to low design standards and rough construction (such as insufficient mortar strength). Additionally, **differences in construction quality** (such as whether connection joints are handled properly) also directly affect actual earthquake resistance.  \n\n**III. Existing Problems and Improvement Suggestions**  \nExisting prefabricated panel houses generally suffer from **weak earthquake resistance and aging connections**, especially old houses. To enhance earthquake resistance, improvements can be made through **reinforcing connection joints (such as adding steel bar anchors or grouting reinforcement) and adding earthquake-resistant components (such as shear walls or supports)**, but these must be implemented after assessment by a professional institution.",false,{"id":211,"documentId":212,"name":213,"alternativeText":214,"caption":27,"focalPoint":27,"width":215,"height":215,"formats":216,"hash":235,"ext":122,"mime":125,"size":236,"url":237,"previewUrl":27,"provider":147,"provider_metadata":27,"createdAt":238,"updatedAt":238,"publishedAt":238},14869,"n0t302v0fjdsqd4oncosw5x9","import_1788418396969_gwuh75a5_60e37018d3.jpg","Prefabricated Modules Reshape Policing Space: Sanmen County Traffic Police Brigade \"Police Neighbor\" Police-Citizen Interaction 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