| 摘要 |
<p>The method involves arranging a reinforcement structure (5) parallel or approximately parallel to the ground surface (6) of a seismic passive mat foundation (1). The tensile force (NA1,NA2) generated by an earthquake is received by the reinforcement structure of the seismic passive mat foundation. Multiple individual foundation plates (2-4) are formed on the base plate and connected to the base plate through a coupling. An independent claim is included for a seismic passive mat foundation.</p> |
