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However, there are differences depending on the situation, and seismic capacity can be improved to some extent through reinforcement**. \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788376147432_7nigmkq5_e719e439bb.jpg)\n\n**Seismic Capacity Level**: Prefabricated floor slab buildings can withstand earthquakes up to magnitude 7 at most, with an upper limit of seismic capacity ranging from magnitude 6 to 7. During the Wenchuan earthquake, many of the collapsed buildings were of this type, indicating that prefabricated floor slab houses do not perform well in the face of high-intensity earthquakes. \n\n**Reasons for Weak Seismic Resistance**: The main reason lies in their assembled structure. The panels and columns are connected by steel bars in a makeshift manner, which is not stable enough. When an earthquake occurs, each part tends to shake independently and cannot form a unified whole to effectively resist seismic forces, resulting in damage or even collapse of the building. \n\n**Differences in Houses from Different Eras**: Houses built in the 1970s and 1980s are the most at risk in terms of seismic resistance, as the building standards at that time only required them to withstand magnitude 6 earthquakes. In contrast, new buildings today use prestressed technology and can theoretically withstand earthquakes of magnitude 7 to 9. However, the actual seismic capacity also depends on whether the construction team cuts corners. If there are irregularities during construction, the seismic capacity of new buildings will also be significantly reduced. \n\n**Details Affecting Seismic Resistance**: Unwelded steel bar joints are a serious problem that can directly halve the building's seismic capacity. In addition, cracks in the house should not be ignored. Houses with cracks are sure to be the first to be damaged in the next earthquake, as cracks can undermine the structural integrity of the building and reduce its seismic performance. \n\n**Reinforcement Methods and Effects**: For old buildings, reinforcement can be carried out by attaching steel plates or adding shear walls, which can increase their seismic capacity by 1 to 2 magnitudes. However, in high-intensity areas above magnitude 8, even after reinforcement, the building's seismic capacity may still not meet the requirements. In such cases, professional assessment is needed. If the assessment results are not satisfactory, demolition may be necessary. \n\n**Policy Governance Direction**: The '15th Five-Year Plan for Urban Renewal' issued by the State Council clearly states that the governance and renovation of prefabricated floor slab houses and the seismic reinforcement of houses in earthquake-prone areas should be steadily promoted. 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