MAURER SIP-Adaptive
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MAURER MAURER SIP-Adaptive 2nd generation of Sliding Isolation Pendulums

MAURER SIP-Adaptive >> MAURER SIP-Adaptive >> INNOVATIVE SEISMIC ISOLATION Sliding Isolation Pendulums (SIP) shift the natural period of the structure out of the period range of high seismic energy by their large radius of curvature and further reduce the structural acceleration response by their damping. The new SIP-Adaptive represents a further development of the MAURER SIP series. The adaptive characteristics of the SIP-Adaptive allow for generating optimum isolation of civil structures independent of intensity (PGA) and frequency of earthquakes. >> Schematic cross section of...

>> „3-in-1 system“ – LOAD-DEPENDENT OPTIMIZATION OF SIP-ADAPTIVE 1. mall, frequent earthquakes, S service loads (50 y) xcellent protection of the structure and E its contents due to lowest minimum base shear starting at 0.01 g and smooth transition between static and dynamic friction djustable minimum base shear A 2. edium seismicity – Design Basis M Earthquakes (DBE, 475 y) erfect protection of the structure and P its contents by optimized damping and elongated isolation time period owest base shear levels achievable L 3. aximum seismicity – Maximum Credible M Earthquakes (MCE, 2.450 y)...

>> OPTIMIZATION BY NON-LINEAR TIME HISTORY ANALYSIS BY MAURER Necessary data for the design of the SIP-Adaptive: Earthquake spectrum, detailed structural data Necessary base shear for wind load Maximum base shear for DBE Maximum structural movement for MCE Required service rotation capability max. iso lator d isp la eerne nt [m m] peak st ru ct u ral acce lera lion [g ] small, frequent earthquakes (50 y> DBE (475 y) MCE {245C y) small, frequent earthquakes (5Dy> DBE (475 y) MCE (7,450 y)

Event-triggered time-continuous measurements Data evaluation during earthquake: Structural acceleration • Ground acceleration Isolator displacement • Cumulative isolator sliding path >> Quality control According to EN 15129 "Anti-Seismic Devices" and other standards (AASHTO) CE marking Testing by independent universities and notified bodies (San Diego/Pavia/Messina/Munich/Bochum) MAURER Sliding Pendulum Bearings Type SIP-D .. EC Certificate of Conformity MPA Stuttgart 0672-CPR-0632

>> New Acropolis Museum, Athens / Greece Task: Structural isolation for protection against earthquakes for a 33.000-ton new building. Scope of the project: 98 pcs. MAURER MSM® Sliding Pendulum Bearings with upper sliding plate (SIP) for up to 13.6 MN of superimposed load and ± 255 mm of movement. >> Djamaa El Djazair Mosque, Algiers / Algeria Task: The maximum seismic acceleration on the 145-meter long, 145-meter wide and 65-meter tall main building is around 0.65 g. Even at this acceleration, the structure is protected and does not sustain any significant damage. Scope of the project: 246...

MAURERSE Frankfurter Ring 193 80807 Munich Germany P.O. Box 440145 80750 Munich Germany Phone +49.89.323 94-0 Fax +49.89.323 94-338 info@maurer.eu www.maurer.eu German Engineering since 1876