TRELLEBORG RIDDERKERK B.V. - VKRT

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Rubber Springs to Protect Buildings • Development and durability of laminated natural rubber bearings • Basic theory of isolation • Vibration isolation of the RACM-KADE building in Amersfoort • Seismic isolation TRELLEBORG RIDDERKERK 2
Flinders Street Station, Melbourne, Australia (1889) TRELLEBORG RIDDERKERK 3 Courtesy of Rubber Consultants
Page 1: TRELLEBORG RIDDERKERK B.V. ANDRE St
Page 5 and 6: Flinders Street Station, Melbourne,
Page 7 and 8: Pelham Bridge Bearings (1957), Test
Page 9 and 10: Albany Court (1965) 15-Year Creep D
Page 11 and 12: Transmissibility Ratio of ground vi
Page 13 and 14: Natural Frequency nf (Hz) Natural F
Page 15 and 16: Building Location Location Very clo
Page 17 and 18: TRELLEBORG RIDDERKERK Column Bearin
Page 19 and 20: Tests to Verify Bearing Designs •
Page 21 and 22: Bearing Type 1: Creep Test under 15
Page 23 and 24: TRELLEBORG RIDDERKERK 23
Page 25 and 26: Kobe Earthquake (1995) Courtesy of
Page 27 and 28: Conventional Building TRELLEBORG RI
Page 29 and 30: Bearing Design Compression stiffnes
Page 31 and 32: TRELLEBORG RIDDERKERK 31
Page 33 and 34: Examples of USA Seismic Isolation P
Page 35 and 36: 911 EOCC (2002), Installed Bearing
Page 37 and 38: Cathedral of Our Lady of The Angels
Page 39 and 40: Conclusions • Durability: Proven

TRELLEBORG RIDDERKERK B.V. - VKRT

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