Review Article

Survey on Major Worldwide Regulations on Seismic Base Isolation of Buildings

Table 19

Design parameters for static/time-history analysis of the analyzed buildings.

Case/Sa(0)DT (mm)Fsup (kN)Fsub (kN)FΔ (kN)
 = 0.4 g = 0.2 g = 0.4 g = 0.2 g = 0.4 g = 0.2 g = 0.4 g = 0.2 g

Japan269/264141/1417201/70923479/34237201/70923479/34233910/38701889/1876
China604/387360/23710898/85285872/379010898/85285872/379010898/85285872/3790
Russia()596/563292/29914266/134566927/691014265/134566927/691014266/134566927/6910
Italy (hospital)277/244158/1383920/34612030/17806001/53563046/27133125/28011626/1485
Italy (housing)216/193129/1153185/29551649/15244778/42992474/22092432/22301259/1167
The USA (ASCE 7-10 2010)395/319213/1803939/33921909/16715908/46822863/22665908/46812863/2266
The USA (ASCE 7-16 2016)346/284182/1585636/48382781/23218586/72424171/34358586/7 2424171/3435
Chile267/254140/1373354/31971256/12194472/42131674/15843354/31971256/1219

() In Russia, the results for static analysis correspond to modal spectral analysis.