Ex parte KARIM-PANAHI et al. - Page 6




              Appeal No. 1999-1050                                                                 Page 6                
              Application No. 08/440,458                                                                                 


              the elastomer sufficient to prevent degradation of its damping properties.  For the same                   
              reasons as were expressed above with regard to claim 1, the rejection of independent                       
              claim 5 and dependent claims 7-9 also is not sustained.                                                    
                     Apparatus claim 17 is directed to a support system structure comprising at least                    
              two rigid reinforcing piers and at least two reinforcing pads sandwiched about an                          
              elastomer layer.  The claim includes the limitations regarding the damping and thermal                     
              diffusion properties of the elastomer that were recited in claim 1, as well as requiring that              
              there be a heat sink "such that the damping properties of the elastomer are not                            
              significantly degraded by heat generated during the seismic event."  As we explained                       
              above, these features are not present in the two applied references, and the rejection of                  
              claim 17 will not be sustained.                                                                            
                                         The Rejection on the Basis of Csák                                              
                     Independent apparatus claim 11 and dependent claims 13-15 stand rejected as                         
              being unpatentable over Csák.  Claim 11 recites a support system for a structure                           
              comprising a plurality of support piers and at least two rigid reinforcing pads sandwiched                 
              about an elastomer layer that has damping and thermal diffusion properties selected as a                   
              function of characteristics of the structure and of a seismic frequency spectrum expected to               
              be encountered during a seismic event.  This rejection suffers from the same shortcomings                  











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